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HomeMy WebLinkAbout0 UNK_2DEC-12-2005 MON 12:02 PM ANNULLI FAX NO. 860 644 6505 P. 01 ORLANDO AIti NULLI AND SONS4 INC. A ^,�_ _ vi i i iG �! R A IV S M 1 'i 7 A DATE: 12-12-05 TIME: 12:00 TO: PAUL.A PIERCE COMPANY: SOUT1-! WINDSOR BUILDING DEPT, FAX #: 644-3781 I-F I~,MENCr-. A4 vilv� /nrsr�rur�AIUQ„J?ErAIL, MF.IVIo 1000 SULLIVAN AVE. SOUTH WINDSOR, CT FROM: NAME: BRAD DOWN, Y PROJECT MANAGER COMPANY: ORL NDO ANN!JL.LI AND SONS ING. MAIL ADDRESS: P. O. BOX 610, MANCHESTER, CT 06045-061 O LOCATION: 147 HALE ROAD, MANCHESTER, CT 06040 FACSIMILE' 860-644-6505 TF- EPHONE: 860.644-2427 E-MAIL. ADDRESS: BRADO"ANNULLI.COM --. q,,—PAGE(S) ARE BEING TRANSMITTED, INCLUDING THIS TRANSMITTAL. IF THIS TRANSMISSION IS NOT COMPLETE, PLEASE CALL.. THANK YOU. II�F�.SA��:• Hi Poula: We have decided to show the upper level as mezzanine, but to reduce the size to comply with allowed area and travel distances required. The mezz, will be 990 sf, open to the shop area below with one open stair, and the travel distance will be less than 75' and be measured to the bottom of the stair run (as per 505.3 and 1017.2). Most of the interior work is going to be done by the owner at a later date. We will revise the plan to show these changes_ Let me know if we can pet approved to :,t iPaGt qat +tip fn, going a5 we are now starting to battle the winter conditions etc. Thsutks, Brae! F'1Li=:J08# 1871 FAXTI?A.NSMITTALS rtc 77-h S AF-1V4AZf11 jt.J. DEC-12-2005 MON 12:02 PM ANNULLI THE 110GA NVIONAL BUILDING CODE/1996 COMMENTARY FAX N0, 860 644 6505 P. 02 of the :heft of, 1110 ruunl with which it shares ;I Common ;lim0s- pllGru. T1W area May cnnsisl o1'11u.l1ti11tc IllCl.zalli11GS at the Nmnc ordifforont floor levels, provided tilat the aggrogatc.lrc.l does not rxeccdtile one lhirdlilmitalion. Iftile area Glilationisexceeded, the 111'0vi•,itsns of this seclitnl do not apply ant] file level is crnlsidrrctf a strsry. -->- In (1001111irlillg the .111cswultilr sera all talc n1e7,:eaIIIIl , the ell c•lo!wd spaces of the 1-nosh below are lion (o be included ill c•alc(IhI(inc tile room size, Al(hougli the nIo`Z&uriue ami is ill• eluded in ill(, calc•ulalion of I'm! area sine, the are., of the lime/✓.a nine is IIt)l iuchlded in the ales ol'the. 1•ocan wlicn voilipu(im, flit! allowable lrwzallille area. hsor example, s room contains i,000 gquare li'ul, 500 01' whirl ;Il•e. calf:fused ;ind non p;111 e11' lhu COTIt MID 1(1110SJ)llexe Willi [Ile 1110z/nrli(le. A nic7/,anjno may he Provided in flit', 1•410111 such 111111 tho area 01"110 111M..anino is not mere tllnn 1,500 Square I, -et. in accordance Willi Section 505.4, the spaco at 1110 nicllallille level lints( tw open, except lhnl eltcloscd spaces tu•u pe;rnli(tcd fi)r mr/r:nlhics, or 1lordonS of n lnczrinfne•, with an 1114,11'egafc: occupant Joad of IO or le,cs, and for ►nmanint:levcls Ill;it 1rivc two means of egress, one, ol'which is -in exit clircc•(ly 1ronl tile, i11e1%milk: level (sce Smtiva 505,4), 1n spccial inductrJal occupanc:it;s (sec com(Ilcnt;lty, ScC 1 11 503.1,1), by dcIJinition, the lllhel'Cnt itrr 11:u;u'd is cxtrclnely low. fl'hrcl0rr, ulezzar)inan its such occupamcies locafud in buildings of 'Type 1 Or 2 c0listr•uetion are perrnitted to constitute up to two. -thirds of"lilw nwa of the rnn111 in kJlirh (ticy ate. loealt:d.Tile lirililatiou on cutisinielion types further rcllticos the firs' hazard ass06a100 with sl,c•h occupancies, 5115.3 1�.1;r•cs51 Is:tel occ•iipam of a mr tillinc slat] have access to slit 1un5t two iII kIeP IIdvilf linear. d%t,;reky where such spaces jrtlitiro tivtt l:rrrnie t f s';;rrss in accordance tllilh Section 1017.2. Where. a 111e:1 r1S of r rit arrc'Ss ft'0111 a M"O, the IuaxiiIll lul u;lvcl clt"taIlee regIIin%] by, See 6on,i017.2 htzlt be,: nti�ta seed Lti the hottoln'op 1110 stab-tt'd , ■ As with rooms (Sec couimcnt;ny, Section J017.2), it* the 0rcupan1 Itsad of the rnezrstnine or rile iravul dismilce to an exit or exit ac•ces� door exceetis the JJtuil.tticats of'FIb10 101T2 for IIIC $114611c ilse. ol'the space, ar k:ast lwrr illdcpencklit lilmlls of eey,4ss are it, be provided for the: Inem-mine. For example, if ,I niezrtnme lit a Use Group R areal Ilan sal uccnparrt !glad of 45 and the travel dist,lnee to the holtonl ol'tho slahway below is 80 feet, a socolid nlwn:; of*egres" front flit' me/Urtine k required. This, section flocs nol requite that :111 exit be provirlcd directly frulu the nlc7lFllllllt: level. When two means of rja'ess are recltlilvd, linwevel, the Ineam of,vl;m'�s arc to he locatt-cl rutntste !t'onl caul other ill acrord:mt'r wIfIl Sec•liuu 1006A. ('ollipliartce• "tith (hr lolllolenrss provkiml% 1s "n that if ant: aleaus ol'gglrys is hlockod by fin' (-)r solo!<c, then the ulnae will be presumed available. When exits "re. not tocalcd on fhe same level as th(,, uteuanillc, the OMIP,ult load ul• the 1me;fzaninc is w1doct to file room or space blow ;Intl tllc exit cal,aeity elf that room is durcrmillk d accord- ingly (see: Suction 1008,1.3). itor 0x1111plo, if' a room has an occilltant load of'45,noel a mozranble has an occupant load of 15, the tt1►af occupant icl:ld for tle space served is 60; therefore, flit: roolll nnr"t havc two exit ilcccss drtocs in uceorclnnce tvilli Table 1017.2. The rile%lailille. ihel!'> hc?we:vcr, need only have one men Iis of egress, . 5.4 ()Ilcitness, A 1rrP2; imine shall be open ;irtrl alnob,.t:01i cad to tile, rooill ill which SLK: l 711877.al?jIle• is, lbc;ltt'd except I'(11• walh clot mom titan 42 inches (1067 lnn)) high, columns and past, l;xccpliorts ' I. Adt ZZZe1r1h?e-V or poltions thervol-;ire not recluirul,til ill; opoll to "le r0OlI1 ill whiell (ile rt]CZZ(Inir7P.c 11'e loc,lled, Provided that the occupant. load of tile, aggrega(c area of the enclosed space does not exceed 10, 2. A mcz,(Indite having two or more rnt?ar)s U� IS 1aq( required to be open to the room in which the nrcLzirlrntr� is iocalcll, if at least one ol'the means rf cgre,s.v Ilruvitics direct access to all exit fl-onl the rrlez,arrilu& Icvel.,' „ ■ Thissoctionl'uudamemallyrequires diatamezznllillebeopen to ilia 1-0011t ill which it is located. A mezzanine presents a anique lire tllreat 10 111e occupc❑it. I ncking openness or 1'ree coullliuui- e,11i011 hctween spaces, all unde(aeted lire buildup can occur that will retard or eliminate the opportunity foroccupant escilpe. 7'110 first exceNioll, However, permits limi(cd enclosed sill ces to allow for toilet rooms, slorage. rooms, sinAli offices and similar enclosed yeas, The second exception permits inelzanines not to he open if' the occupants have allertimive. paths of exit access hovel, line of which does riot require the occup; ills to travel to 11110(her level to enter an exit, SECTION 506.0 AREA MODIFICATIONS IN C orlain increases to the: tabular areas specified in '('able 503 are permitted undel' 111is section. These increases are pc:rniittcd when addilioll:ll "pl•alecliori' fealtii'Cs tiro added to (ale slrl.lcutre beyond the assumptions made by the code. Therefore, the pur- pose of Ibis SCC6011 is to pet•illit structures to be Curlsl•nCIed Navin'- greater area per floor than if (hose additions] protection 1'ealures werc tlot included. SUG.'< General: The provisions of this section shall modify'the' area limitations of Tablo 503 as herein specified. ■ The nu,diticatioils pormitled in this sec(iou apply to the area limitations of'l;ible 503, .500.1 Street frontage increase; Where a building 0r structure has Ilioru (iron 25 percent ol'thc building llrrimcter fronlhtg lies st street or alhnr ull0ecunied space, the emea linlitario►,n spc•cilicil ill '111bic:" 503 Sliall be increased 2 percent for each I percelit of .dell excess frontage, The unoccupied space shall he on the s,nic. fvt or dedicates] forptiblie use, shall not be lass than 30 feel (01 4 111111) ill width and shall havc access front a stract by aposwd hru lane not less 111;1n 18 feel. (5486 nine) in widill. ■ The .beer frontage increase, comnlcln)-v known as the "open pctin,cler ilicr'caso", acconllts for the scparilriolt of llte mnicture Ju eluesfion from other sirlictures on the slime lot oradjacent lots. This sepatmation reduces the lire exposure ,and Coll flagration hazard to and from other structures. The separation 0r "opt:n- nem," provides two other safety futures that are considered in the permissible; tabular incl'oasc.. First, it provides lire service Personnel with access to file: perimcilcr of the structure, :as well as in arcs in tvilieh to work daring suppression efforts. Second, it provides oc•cupunts of tll< structure with an area eta egress (o 5-12 DEC-12-2005 MON 12:03 PM ANNULLI FAX N0, 860 644 6505 PI 03 1 1, f. .•'1. 134 Chapter 5 • Meatus of Egress 96 In. (51 cm) �� _- - S50Fr(15m)^^^^___ y r i i �1�14tt`.4 ;iMInlrPtum dX� access width created by movable' rur77(fiifp` tit tq p�rritldns'-.' •; ne rninrr7►iirrr Ga""-iit. {7��cm) width , (&hRFyn jaS,.dlmsnslan )Q allowed by Ecrepttcn No, i to 5-3,4.1 isq )elrtkgt/obi Qf1hb 38 in. (:1Ncm) minimum r6qulrerybyS-3.4.1_ ;Th!s, bVleXtft girt be further �ducad to is In. (� 7 cm) (shown as dltr►r�/.it�ldtt,Y) at floor level up 1& a height of 9$ In. Po cm) abvvs Rh�•�l�rr,,�orti'.c1<•Icltfi reductloq Options are cond(tippal on no mor© ft?,`t%tg�lrt:� havtllg.td trguaC>;o morB dera 50,(t (f5 rtt) slang ��•r�cif't�trnirtiawQ t:a raaofj a.fiii0lmum 3B=In. (g") wide exit 1 q�:i��;ot�'hpan�nt such as an ais/©. , 'i�t�7rii���i•'�.4�v��acicie•t�,e>�rrQ�iaic��s fox.ppqnnssa or 7x1�,it�s nzlttpat;er1. b� ;6;a„5.3. U. Elie m.e;t4Ariitte,YNas• ,,AU,� 41�: ';��>~�.�����•>.�rea; -AA , wetiW raqj9,�e 'a second iX' a�•re�s•��iiYiar to,El:it; �ncloie4 exit stair i>ll ' fllPal��ttY •(a) of Ai�ixre' ,5�X;j that Provides ,direct . '.i:,s�`I� gz�,�sad a>;e4 klx'atn Exlt at the mezza- a�:;I.1�.�e4flcan 94, Widt.•,�roopkt tip remnwness ��1 �lA>t!�S%.{1i,5-Fi.2'GV'1tI7 x'Bk jaLtiCf ��� PI2,:v�fi.the triad �rrd'6'Y2,S•ort m��artyt��s. • Enclosed CiXit sl-ail M07Tanine Open - st���r Distanco xto y Mezzanine must not be ma•u than peronilted common pltli of travelBlair Y x 1;'igelre 5-69. A mezzanine Is required to have two means of •• ogress. In Illustration (a) one means of ogress is an open stair to the floor below and the other is an enclosed exit stain Poih i could be open stairs to the floor below unless the openness' requirements of 6 2.5 3 arc not mot. In illustration (b) a single • means of egrdss is permitted, In accordance with Excpptiat No. f 2 to 5-4.1.1, because the common path of travel Is within the limits spocifiad for the occupancy involved. 5-4.1,2 The minimum ilutttber of scpttrate means of egress from any story or portion thereof strap be as follows: Occupant load more 11tan 500 but not nrorc I lean ] U()0 —3 Occupant load more than I000-4 I:xcexinrr: Existing buildings as perrnittr•d in Chapters S llrrorrglr 31. Chapter 5 requires a minimum nutxYbc,r of means oF' egress unless otherwise specified by the occupancy chapters. Several occupancies establish not only the minimum number of means of egress but also tlic ' trtsnimum number of actual exits that must occur �on each floor. For example, for business occupancies,., 26-2.4 requires access to two exits and further requires , that both of the exits be provided on the floor, In 1,9g7 Life Safety Code Handbook DEC-06-2005 TUE 04:55 PM ANNULLI FAX NO, 860 644 6505 P. 01 Orlando Annulli and Ste, Inc. A C S I M I L E T IR A N& M I T 'I' A L D AT F;. ��wfiD-�:+�j � TIME., � Al TO: PAQLA I fz-, PAX FROM: NAW : BRAQ DOWNEY COW -'ANY: I AN(DQ ANNULLI A- Np SONS, INC. E=MAILADDRESS: BRA0VANNUL.U.COM 4--PAGE(S) ARE BEING TRANSIVI[ TED, INCLUDING THIS TRANSMITTAI— IF THIS TRANSMISSION IS NOT COMPLEM, PLEASE CALL. THANK YOU, - 6k - fit_& CALL- V D -9ruS$ FXAZ 1471filo Road • P.O, Fiox 610 m Manchester, CT 06045-0610 • Telephonc 860.644.2427 + Facsimile 860,644.6505 DEC-06-2005 TUE 04:55 PM ANNULLI FAX N0, 860 644 6505 P. 02 Orlando Annulli Cok and Sans, Inc, 147 NAI® Rood, P.O. Box t31 o ManWmtor, CT 06045.061 o sHEEYNo. L ,`jDwv)/* wQ� CALCULATED BY =`` 4 DATE CHECKCD aY DATE DEC-06-2005 TUE 04:56 PM ANNULLI FAX NO, 860 644 6505 P. 03 I I I I > I I I I LEVEL PLAN .A � 1 1 V • � u .. . _ .. / DEC-06-2005 TUE 04:56 PM ANNULLI ALL Y THE INLY AND 'EC'T THE UREA THAT DED IN I01-01 t Is UNDER IN ANY HAVE qs IDENCE DN OF WITH THE IMPTIVE TILL DE 3IDDER PRIOR 10D OF NNOT BE kTE TO US. FAX NO, 860 644 6505 /--� OIL STONE VENEM J ImAGE 0Ir FOIINDATIm °5'-O x 6 HOl LOH CORE' WOOD DC P. 04 n, N� -..... — ►�-� SHOWROOM x r Q� 11 94 x 90 ■ 17% I A-LLoVA?,* I ► I I Fes' ONY IN TO st II . _..._... ......_ _ REZEf:PTIC N 1 GOI �NGIr �I GEGK I'f x 12 TICE loxll =i WAtLL INTERIG WTALLEP I pr•`k✓f f (GIB }tlBREAK � ! 1L� bill r ,;.w - Igxll r►°�, r PASS. DOC I TYZhQII� Bi1IL.nIN6 (TYPICAL) 'A M •a4iE.,lcv SITE PLAN/SPECIA_L PERMIT � I W&7TT1\/MrM7, TD-) 7 W Tr%T-D-) 777 Prn`)IT T TO,7 77A 71T WNV72:::�')Pd2--%TM /r2NKr7"%TN\TTN\T /r"N 7 (r"-N IT T i1ji 0 Ji LL=J/"IL V LU, 0 ��� �U'-j j i � i � V V i L IL "I L� 0 �U� ILX& I \i I \i Xx:::� ��� j � A '\� �U'j j Prepared By: R 00ft" 10 POW*" 4 flWom i ■ esign rofessionais, inc. I civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road South Windsor, CT 06074 998 Farmington Avenue West Hartford, CT 06107 (860) 291-8755 FAX (860) 291-8757 wwwAssignprofessionalainc.com , �9VSr WV" AIM oa4W a' Lr t: os4 3 194 �t(� OW u •. ��� AMAW8K6r OXBOW ° Q? • �P ~ l r Aye. ASK 64M Rojo a� � �MV PO D YARO r 2 a 2 DESIGN PROFE-5,70NALS, INC L OCA T/ON PLAN SCALE 1 "1, 500' NOTESt THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNEWAPPLICANT FOR THIS PROXOT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL. OF THE PROFESSIONAL ENGINEER OR SURVEYOP, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF M GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RIC ARTEL LIC. No. OWNER: MACK PROPERTIES, LLC 1265 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860) 289-1656 FAX: (860) 289-7316 R86"oE l i��l s\ I•> APPLICANT: BIRCH MOUNTAIN EA, THWORKS, LLC 1265 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860) 289-1656 FAX: (860) 289-7316 1 2 Nd MAI= PLANS 5 TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE 6 Ll DATE: �•� Al v � Zoi*g Data Block ZONE: I (INDUSTRIAL) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 S.F. 264,210 S.F. Lot Width 100 ft. 915.56' Lot Depth 150 ft. 161.2' Building Height 2 stories/40 ft. <40' Lot Coverage 50% 2.65% Impervious Coverage 65% 33.0% Front Yard 35 ft. 46.5' Rear Yard 25 ft. N/A Side Yard 10 ft. 29.3, PARKING REQUIREMENTS: RETAIL 1/200 S.F. 1,200 S.F. = 6 SPACES BUSINESS Or'FICE 4.5/1,000 S.F. 600 S.F. = 3 SPACES WAREHOUSE 1/1250 S.F. •i- 1 EMPLOYEE 4,200 S.F. = 4 SPACES TOTAL: 6,000 S.F. = 13 SPACES REQUIRED 2 ADDITIONAL SPACES 15 SPACES PROVIDED * POSSIBLE FUTURE USE OF 2ND FLOOR OVER RETAIL/BUSINESS 1/1,250 S.F. PORTION OF BUILDING FOR WAREHOUSE 1,800 S.F. TOTAL = 2 ADDITIONAL SPACES I^ N/F 500" ABUTTER UST MAP LOT MAILING ODR£SS OWNER 96 12 PO BOX 8000 R L R INVESTMENTS, LLC WILMINGTON, ON 45177 58 10 ABBE ROAD CHARBONNEAV, ANDRE L. & ANDRE K. 59 55 SANDRA DRIVE GHARSONNEAV, ANDRE K. 60 10 ABBE ROAD CHARBONN£AV, ANDRE L. 61 10 A89£ ROAD CHARBONNEAV, ANDRE L. 63 PO BOX 415 SOUTH WINDSOR LAND CONSERVATION TRUST INC. £AST w/NDSOR HILL, CT 06028 97 2 1505 JOHN FITCH BOULEVARD SZABO, PAUL 3 1519 JOHN FITCH BOULEVARD ACK LLC 4 PO BOX 53 COUNTY DISTRIBUTORS INC. 5 157 MOODY ROAD ZEYTOON✓IAN, FREDRICK N. ENFIELD, CT 06082 7 1440 JOHN FITCH BOULEVARD K & F BRICK COMPANY INC. 10 220 STRONG ROAD CMS VENTURES LLC 11 1395 JOHN FITCH BOULEVARD 1395 JOHN FITCH BLVD. LLC 13 PO BOX 161 TREGLIA, LOUIS 14 308 SANDSTONE DRIVE MOSHER, RALPH 15 PO BOX 958 K & B REALTY, LLC MANCHESTER, CT 06040 16 1265 JOHN FITCH BOULEVARD MACK PROPERTIES, LLC 17 1265 JOHN FITCH BOULEVARD MACK PROPERTIES, LLC 18 1265 JOHN FITCH BOULEVARD MACK PROPERTIES, LLC 19 26 SEA PAVE ROAD DTE PROPERTIES LLC 20 10 ABBE ROAD CHARSONNEAU, ANDRE L. & ANDRE K. 108 19 125 EDWIN ROAD CHARBONNEAU, ANDRE L. & ANDRE K. 36 10 A88C ROAO CHAR80NNEAU, ANDRE L. & ANDRE K. 37 14 SANDRA DRIVE ZYLBERMAN, DAVID 38 80 KIMSERLY DRIVE LINSOB, LLC 109 13 1535 JOHN FITCH BOULEVARD MELLEN, RICHARD B. & KELLY S. 14 7 FITCH MEADOW LANE MELINOSKY, DAVID T. fA- 6*0 1 Aj ow SHEET INDEX COO& /Iv 46 etS�"" COVER SHEETNKEY MAP/LOCATION PLAN EXISTING CONDITIONS/PROPERTY SURVEY PLOT PLAN TOPOGRAPHIC PLAN SEDIMENTATION & EROSION CONTROL PLAN DETAILS LANDSCAPE PLAN �:8-1055 EXTERIOR BUILDING ELEVATIONS r.>AM:6-13-05 SHEET 1 G: /JOB5/2140/2140-I .DWG 25.00' zo j 1 1. UNLESS OTHERWISI" NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEAR, THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. CLP 6 ESMH -- TF:71.25 = ECB FL: 61.20 " + ......, ,� TF: 68.70 �__ FL:65.20 HYD Ll+ .... ,.,•= ` " ,. ..+. .� ,,,, ,.,, ,,,CLP 5 36" RCP 10 •• •+. �- ELEC TOP:56.05 WV W -- _ " '.. .► ,., _ \ FL-.52.79 f f \ +. /��..�' ` ""• ..... LF tO" PVC SAN Ir S=1.0% W` .6a1.` ECB -,.r1" �.. ` _ -+.. "' ... 10' GAS EASEMENT IN r I TF: 66.51 I I " -•-• ` ` -FAVOR OF CONN -�W '+ CLP 4 LIGHT dt POWER COMPANY \ I I \ ` \ 'TE ...;L:64.45 IF ESM9 ` 8` \ \ •"' \ ! I . \ . - `" - arc TF:68.33 ` \ lox_ M ` 'r.. r ^_ - •�0: z z- .�'r+ r... FL:59.73 _ - ,. Y"�.lr •� 1r £Lt:C \�, `ox -�_ L^JO.28_ *%N I ECB V\ \ \ ` • - - - `• „`• +.. T:15.14 ` ... 'z ► ,� I I TF: 65.45 "�. 35• Fy-` ..-- =.�- ` 10, EASEMENT IN ` \\ � �`•`` FAVOR OF CL&P 1 3 `�.. TRANS �- ` - - - - - - - ESMH` \IF: 66.15 \ 10' GAS EASEMENT ` \ POWFAVOR OF CONNE�(CUT �" \ o ! LIGHT 4 ,\ `� \ •'� / I CLP 3 W 1 ♦ \ do E(j. COMPANY / `'�.., � y ` \ • EC61., - G MON WELL R:20 FL: 5210(;6-n05J ))T / A/ 00'00' l `154 52.42(36"IN) _^--------^ 5 �45(18"IN) 0.00n o� L52.36 28.36(18"IN), \ I I ♦ ♦ ♦ i `FC i 28.87 \ \ ♦ \C �► it A-1 It ' Lv T 4 ! �,•( \ ^ /.' < . sRGR�Fly9r sBe��?p4 - - - - -�` T:1o.29 1 \ \ \ ♦ \ '♦\ CLP 2It \ 1 68 \ � � � � � / / / � / � A?. � - ` ` �58.1.f \ ` . �•.. \ 1p• \ � '�� � i f<FC o � -.'// // / 63+ WF 31�` \ f!•s�• 5 6f !` j \ \ 9l1• DRAINAGE FJ1�EAlENT \` \�A6bR!!�y\ �` T♦ i �' 32�`' ' ` \ IN3FAYOR OP ;THE TOWA \ C( N \, `L jT ♦ ` \ \\ ir�3 SO 7� WINIDSOe ON > \ \ ! a 30' D IVEWAY EASEIA NT a, / ^ LOiN#2 ` \ 1 \ ♦ �` SPEED LIMIT \ < `2 \ BRO E / / / / / / IN F�// ISF THE =OWN ' to / WF 34\ \ \ �� ` \ i 1 ^ < < \ \ i SIGN / W ECB SIGN STREET ' - •' - , / / / OF/50U i VA 0 , / 3.7 \ \ ` \ \ 1 1 l \\ \ $ \ \ TF: 6758 � iif \ 18" UT 1 WF 44 / WF 4 / \ / \ ` . 1 1 I 1 \\ \� \� �► i F<"0 HYD \ FL: 62 63 WF 35 \ ' 1 \ ESMH i \ J CLP 1 ( ) `�` ^ \ ^ _ O / ♦ \ / 1 ` / / \\\\` �► TF:68.98 ` NO OUTLETS RIP RAP FL:62.78 �' SIGN ` ^ FE 3 " RQP / , / ! 1 \ \ \ ` \ \ c% � i� ECB p EL:51 54 1 ! / ! \ \ �. �{ �. rr - LI TF:68.75 1 ! ll� FL: 63.57 / /' , ' ` ` \► ♦ \ \ `Y ` \ WF \42 /' �^ °� 1 1 r 1/ 1 LOT AREA \ wv10 S.F.3 ! ED H7 94 MON WELL 664, ACRES \FY. \ \ ` \ \ �9 O ♦ !! fl �f: K. 15" IN) ' 1 `1 � -•--� _ S6711 24 E �, `� �� � J r ► 1 ) 8D' � 1 � ♦• It � 10.20 ♦ 41 WF 361 i RIEGIILATED+AREA 1 \`\ `� NO RIGHT !-1 3 ECB 1 \ \ 1 1 , I _ TIN SIGN/ ! N/F ` ! 1 i ! ! ~\ - �68_ ` . I TF: 67.68 K&B REALTY, LLC , / J zzz FL: 57.06(15") WF 63 ` \ 1 1 ` Pam, / / •� 1 1 1 f / / \ CWF �!\ ,�-- WF 39 \I ! n WF38 I\ 1 \\ -` �/ ri �� 5.00 / L- 0.59 5.09 )ECB / , \1.0,, I i \ - _ , r / I FL: 2, 6(36") 100, 1 A64- WF 59. / / / WF 8, \ ` �/ \ II ' GR ARD fi 1 /6z ^ - / / -r / / 1 1 1 / - WF 78 \ / `~ ` \ \ - ^ J O 54 ^f 56 ' .1WF 58 1 I 1 ,' WF Z6 ` \ ` M RS ' _ / ` . \ ` _ y ! 0 1 ^/' ~\WF66\ `\\ '� / �6 M 1 1 > �``\``\��``�\�� 1� I elf \ WF \ // ti WF 79 \syf `J /� /� ```'O•S,Y\` 4 t I 1 Illljjj J`� 10 \ WF 67 \ - . ' WF 74 \ . / / ` 1 ` \ \ ` . \ ` . ` �• - M 'M 1 Box WF 8\0 :•�qd � ......., / `\ `WF ,Cy`\.�',.. -155 WF 73 • ..... • WF 6 WF 83 EXIS • WF DU - \ m /U 71 WF 49 _48 --44_ 342„ \ N/F TOWN OF SOUTH WINDSOR �\ N/F RALPH H. MOSHER 1 09-29-05 NO. DA TE REVISIONS ADD PROPERTY ADDRESS DESCRIPTION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 2Q-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RAM ___d BY RICHARD P. MARTEL 12882 LIC. No. CHD MON. t6 36' \Y: 15 4 I / Vfd t/ l < S68' 02 23"E i� f 15.74 3 1 , NOTES: L ✓ 1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE. 2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON. 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001D MAP REVISED FEBRUARY 23, 2001 4. WETLANDS FLAGGED BY JOHN IANNI AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. MAY, 2005. MAP REFERENCES: 1. TOPOGRAPHIC PLAN RESUBDIVISION PROPERTY OF ANDRE L. CHARBONNEAU & ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40', DATE 4-13-87. REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO. 2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1 "=40', DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES. 3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY PALMBERG & RUSSO. F1MAL PL'ANIS 4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE TOWN OF SOUTH WINDSOR CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE AUTHORIZED SIGNATURE CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1"=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1"=40' DATE: 02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO. DATE: us� - 5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73 SCALE: 1"=40' BY MORTON S. FINE & ASSOCIATES Tel. 860.291 • 8755 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET Fax 860.291 • 8757 LSXROMMU"' CVU�.�uJUTOGN� GRAPHIC SCALE es�gn �� Mr4CK PR�I',Z'R TIES LLC 40 0 20 40 80 � �, � r of es soon als, inc, DESIGN. DRAW. MHA OMG CHECKED: RPM �Ti� �tT�4 •�p� 2 ( civil engineers • planners surveyors RR KUMBERLY DREVE i inch - 40 fL landscape architects • gis • gps JOB NO.: 2140 1 DATE.• MA Y 2005 6 165 :South Satellite Road, South Windsor, Connecticut 06074 DkAWlNG NO.: JOBS1214012140-2.DWG SOUTH WUNDsS®P..p CONMICTRICUT "EAR —�6°14•`4g"` ' —r —'�•, `---R_-4010S MON. _ R=25' M N$� 7„W L--_21.8s' - _ 140.00'25 WF 63 WF 62 i WF 61 YARD FOR BULK STORAGE P7 TOPSOIL MULCH LANDSCAPE STONE LANDSCAPE MATERIALS SUCH AS PATIO BLOCKS, RETAINING WALL UNITS. *TOPSOIL SCREENING FOR COMMERCIAL USE ONLY. ALL MATERIALS STORED IN YARD TO BE USED FOR COMMERCIAL BUSINESS USE ONLY. NO DIRECT RETAIL SALES OF MATERIALS TO TAKE PLACE. WF 64 10' EASEMENT INJ FAVOR nF CL&P GRAVEL YARD 10' GAS EASEMENT IN a FAVOR OF CONNt I LIGHT & POWER COMPANY R=1,158.12 L=30.28 -0'► �...� �� �J'J�9"' a, T=15.14 �o L=3t3z69r•• e I:")1� `�O O � ® _ �` Zee• \10' GAS FAVOR OF CONNECTICUT no LIGHT & POWER COMPANY �`�.� O \-PROPOSED GATE R=20. 11, 55 R=50.00 L=52.35 \ s 1 R=1.158.0\ 3 a 0, 04'i \~ L=20.38 �. \ T (2 I 6 10,• WF 20' DRAINAG EASEMER\ FA` R 0,,. 4V� F ^5 WF 32 ' ` WF 33• IN FAVOR C}. THE TOV,IN �� I"/'V,�� ♦ G / - / WF 77 / WF 60 WF 59 WF 65 / WF 78 co/ CAD O O 54 WF 56 WF 58 WF 76 WF 66 WF 75 / Z LOT 5 WF 57 WF 4 / /� � WF 79 �� WF 53 , � 0 � WF 67 WF 74 Qe / WF 80 WF 2 / \ WF 68 WF 73 / 1 WF81 WF � 1 WF 51 � WF 69 / WF 72 WF 82/ / I WF 50 WF 70 -.... WF 71 / WF 49 1 �\ WF 48 WF 47 REBAR 1 S66'4 '816"E 25.00' ♦ /N v tV �`4, \ /M /(v O S64 -43 LEGEND: N/F 0 IRON PIN TO BE SET TOWN OF SOUTH WiNDSOR �` ♦ �\ \/ ■ MONUMENT TO BE SET O EXISTING IRON PIN �♦ N/F 0 EXISTING MONUMENT RALPH H. MOSHER M1 N 369,603.4335 E 640,807.4074 M2 N 369,579.2579 E 640,822.9068 M3 N 369,735.78 E 640, 484.41 M4 N 369,820.2746 E 640,112.9433 M5 N 369,828.4508 E 639,973.1822 EASEMENT TABLE ANDRE CHARBONNEAU CL&P(GAS) GAS 5/10/88(MAP) ANDRE CHARBONNEAU CL&P CL&P 5/10/88(MAP) ANDRE CHARBONNEAU SOUTH WINDSOR 20' DRAINAGE 12/5/97(MAP) ANDRE CHARBONNEAU SOUTH WINDSOR 30' DRIVEWAY 7/14/88 & 12/5/97(MAP) z 1 II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSI(7"IAL ENGINEER/SURVEYOR. REVISIONS 4 9-29-05 ADD PZC,WPCA APPROVL - REVISE PER TOWN RAM 3 8-9-05 ADD LIGHTING GBS 2 8-01-05 ADDED LOCATIONS TO M3, M4, M5 N&E & BLBC 0/L RJB 1 7/25/05 ADDED TOWN OF S.WINDSOR IWACC APPROVAL LETTER RJB NO. DATE DESCRIPTION BY 8 PARKING SPACES SHOWN FOR ZONING COMPLIANCE. NOT TO BE STRIPED PIPE �OF SOUTH-WINDSOR ON 30' DRIVEWAY EASEMENT _ LOT #2 / % `\ `S' - hk) )• A SPEED LIMIT JTDEET 1 (Ail `t1S7/1NF IN FAVOR OF THE TOWN ' `fl WF 34 T'� i SIGN OF SOUTH WINDSOR ON c 9/ M� / LOT N2 WF 44 WF 4 �3' ♦ ♦ \\ WF 43 r WF 35 w ^ v r ♦ \Y, WF 42 N �'V) ( LOT AREA 0 264,210 S.F. 3S' 6.06 ACRES F \S6'11'24"E7,� �\ N� 80, 10.20 ♦ WF 36 REGULATED AREA\C'UnOT YARD FOR STORAGE OF TRUCKS 41 \\ J AND EQUIPMENT USED IN i COMMERCIAL BUSINESS AND / TrOM STORAw OF N/F ♦ \ ( N� ROLLETS CONTAINING LANDSCAPE K&B REALTY, LLC \� �, C!7- �[� --_�/ ` `%wrz SouL m4 �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 �ryDso,•coTELEPHONE (860) 644.2511 September 26, 2005 CERTIFIED MAIL Mr. Darer Rokicki Birch Mountain Earthworks 1265 John Fitch Boulevard South Windsor, Cr 06074 Re: Appl #05-42P, Birch Mountain Barthworks Site Plan and Special Exception 6.1.3.2 Dear Mr. Rokicki: We are pleased to advise you that the Planning & Zoning Commission voted on September 13, 2005 to approve with modifications the above referenced application for a Site Plan of Devciupment and Special Exception 6.1.3.2. This approval is for the construction of a new facility and associated storage yard on property located 11, 23 and 55 Kimberly Drive, Industrial zone as shown on plans prepared by Dcsign Professionals, Inc., Job No, 2140 dated 6/13/05, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a mcetingmust be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office, 3. This application is subject to the conditions of approval of the Inland 'Wetlands Agency/Conservation Commission, including a bond in the amc _ at of $10,000. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $5,000. is required and must be submitted prior to filing of mylars. 7. Ail plans used in the field by the developer must bear the stamp and authorized simature of the Town of South Windsor. S. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. If a State Traffic Commission certificate is required, no building permit will be issued until the certificate has been issued ( per CGS #14-311). 10. The building street number must be included on the final plan. 11. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12. Zoning data table should reflect the zoning for the property as a combined lot. 13. Equipment to be offered for rent and/or sale in the approved display area is limited to two pieces with a maximum of 10,000 pounds each. Black and white transparent mylars of Sheet # 3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elovations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the roodfit must be submitted to the Planning DeparbnenL The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, f TimothyH.Wedtzell,Chairman, Planning and Zoning Commission TRW/rfs cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNEC11CUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. WF 40 Esc WF 37 �Q QZ GRAVEL YARD BITUMINOUS WF 39 PAVEMENT �1 SIGN / ♦♦ \ �.. J f NO OUTLET �� A \ � SIGN ' 7 PRO + + + ♦ ♦ ♦ \ ENO RIGHT M1 r�ipti SIGN' + + �/ + ` ` a'Sp2 DISPLAY SPACES. i --- ` �`4'A�• + + + STOP SIGN TO BE USED FOR DISPLAY OF SURPLUS EQUIPMENT FOR WF 38 ♦ ` �` �y 3 KIM S6�'1 y ♦9\ �\ 8��� FF. E N PROPOSED DUMPSTER \ WITH PAD �.� � 9 s $ 2v k ��~ 1540 SULLIVAN AVENUE • SOUTH WINDSOit, C1T 06074 0"Oyo�•cO"+ TELEPHONE (860) 644.2511 July 21, 2005 Certified # 70020460000197444248 Design Professionals, Inc. 165 South Satellite Road South'vVindsor, CT 06074 RE: Appl. #05.42P - Birch Mountain Earthworks Dear S. Schuler: At the July 6, 2005 regular meeting, the Inland Wetlands Agency/Col-, arvation Commission approved application #05-42P - Birch Mountain Earthworks - Lots 1-3 Kimberly Drive - IWA/CC application for the construouun of an industrial building, grading, utilities, and associated improvements on property located south of Kimberly Drive and east of Sandra Drive. 1, Industrial zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission, This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be cons!:':.rvd having met this requirement. 2. The application shall Indemnify and hold harmless the Town of South Windsor against any liability, which might re -aft from the proposed operation or use. 3. The permit is valid for five years and shall expire on Jury 6, 2010. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at lea ,t 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be Identified on the plans. 6. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. 7. We recommend a bond in the amount of $6,000 be submitt ­7 the Planning & Zoning Commission to ensure installation and establishment of the water quality structures. 8. The bioftlter areas must incorporate a clay liner to maintain hydrology. 9. A berm must be constructed along the south side of the interior roadway to maintain the integrity of the slope. 10. A pre -settling area must be constructed prior to the western blofilter to trap surface sediments. Very truly yours, UJQ/� or Elizabeth -Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr cc: Chief Building Official Birch Mountain Earthworks, LLC PROPOSED WALL MOUNTED LIGHTS (15' MOUNTING - HEIGHT) —SEE DETAIL M2 100' ♦++4+4'�++ BUILDING TO INCLUDE APPROX. 1,800 S.F. SHOWROOM AND + + + + AREAS AND 4,20D. S.F. SHOP 02 + + + RETAIL SALES of LANDS APE UCT TYPE PRODS. TO ENT LESS THAN Oz OF t9 + + + + + ` GROss FLOOR, $ UPUP RPOSE F ROOM'S PRIMARY, COMMERCIAL LAND SC TOF BUSINESS. ♦ + + + SERVING COMMERCIAL AND RESIDENTIAL CUSTOMERS. + ` ` `+ • DO' • S6 , 'coo n co WF 2 raw --SALE SALE AND FOR RENTAL OF EQUIPMENT. ACCESS TO SPACES VIA INTERNAL A=70'069A7 PARKING LOT tie OVER LAWN. R=25.00 ! L=30.59q )4/08/2005 F'Rt 11:46 FAX 860 644 7280 South Windsor'roxn Hui_ 1t1 I PHOTOMEMCS GRAIRD 'o iOSED '} ` unv00WVAoe WCLOA 2Je'" uanuva �� FREE (DING SIGN f--1 '. # s unsp 5. 0>9 O MOW" f6WR 25ati b'0169 25• I.CO to ' iM' ts• Z.rr FaOfPOfIKtf31 Htrkdt%S O wauns conics sass ums�nwz+NrauaMaennaxearr DUK MOMWDO 910M wa'ooa WC11794 24asw 2ias. 24W o vra2sau 2Aa51 P90D Ua FEAIUUs 1 T ll•r� �11 u ISO WW W b-sb 251C rh6,, �„� � 1.°.¢'ri`4gkr°ibp� 1 t�1 Tki �.Pw,. El O,. r1.�+wcon 2 E "_D q i Ib ia�sora��e�mnalp°"dod'e.ro "a 8 =ems 6. Mtm�ionmdw�n:ix. -- 6.� Obs bmhtr,gt coil B / Vl�CJ W1%�'V(� " ` 2765a4 G,..,A,d e,rw6Ad.nntdehitpit�o•. Sq.b.ltfil�irionc662-74TlI2fad423/1•i01 �1 7690 D'•"°u"`o k �� 1640 SULLIVAN AVENUE •SOUTH WINDSn^: CONN. 06074 !yoSot•C, WLU160 �, 17""• „~ 2,ass�oeot,ps;4<avi, `Jii$Y-)�CitBLi9i1iit19 0•,era.rd+:+v�..G.,y.w,d,day,,.r..,,,,��,�,,,y„�p, a;,ye� AREA CODE 860! 644-2511 NOTES: September 19, 2005 1. PROPERTY IS IN ZONE I — INDUSTRIAL ZONE. Design Professionals, Inc. 2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON. 165 South Satellite Road South Windsor, CT 06074 Attn: Galen B. Semprebron 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001D MAP REVISED FEBRUARY 23, 2001 Re: Birch Mountain Earthworks, LLC Kimberly Drive, South Windsor, CT 4. WETLANDS FLAGGED BY JOHN IANNI AND FIELD LOCATED BY DESIGN Dear Mr.Semprebron: PROFESSIONALS, INC MAY, 2005. The South Windsor Water Pollution Control Authority, at its regular meeting of September 6, 2005, gave approval for the connection to the Town's rt sewers for Birch Mountain Ehwork LLC sewerage s tern ys a s, Kimberly Drive, South Windsor, CT as more specifically shown on plans entitled 'Birch Mountain MAP REFERENCES: Earthworks, LLC., Site Plan/Special Permit, Kimberly Drive, South Windsor, CT', Prepared by Design sheet No. Professionals, Inc., South Windsor, CT; Job No.rev 2o40, Drawing /0 JOBS05; and subject , t to the 4!6 'Topographic Plan', Dated 6113/O5, with revision dates: el30105, 8l01lO5; and subject to the following 1. TOPOGRAPHIC PLAN RESUBDIVISION PROPERTY OF ANDRE L. CHARBONNEAU & conditions: ANDRE K. CHARBONNEAU, 125 EDON ROAD SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40% DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO. 1. Approval of the Planning and Zoning Commission. 2. Technical app, u val of the Town Engineering Department. 2. SUBDIVISION PLAN RESUBDiVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH WINDSOR, CONNECTICUT OWNER — DEVELOPER ANDRE L. CHARBONNEAU & ANDRE thes 3. Final approval and acceptance u the sanitary sewerage connection be given once the sewer line has been installed and inspected by the Town staff, and based upon the written K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1 "=40', verification of the Town staff _, ', said sanitary sewer line was installed in substantial DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES. conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE 4. The sewer connection charge Wit be $5,283.60. CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE This approval letter must be superimposed on the final approval plans. CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 "=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY Very truly yours, PALiviLsr_il'G & RUSSO. /->° FINAL PLAINS 4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE sephJ.Carino,Chairman TOWN OF SOUTH WINDSOR Water Pollution Control Authority CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE AUTHORIZED SIGNATURE CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT JC:ead SCALE: 1"=40' FEBRUARY 1988 GRID No. E—N—K04D4-0895 SCALE: 1"=40' DATE: Cc: Michael J. Gantick, Director of Public Works - �� 02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO. Jeffrey Doolittle, Town Engineer Marcia Banach, Director of Planning DATE: 5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN Christopher pougan,Chief Building Inspector 1 n^��'� FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73 SCALE: 1 "=40' BY MORTON S. FINE & ASSOCIATES Tel. 860.291 • 8755 GRAPHIC SCALE Fax 860.291.8757 'a 0 20 40 80 esign IN FEET rofessionals, inch. • civil engineers + planners surveyors 1 inch = 40 jti. landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 no FLOT PLAN DESIGN.• GBS DRAWN.• MHA I CHECKED.• RPM JOB NO.: 2140 1 DA TE,• 6-13- 05 DRAWING NO.: JOBS/2140/2140-3.DWG PROPERTY SURVEY/RESURVEY PREPARED FOR: MACA PROPER TIEtS, LLC 11 KRM15ERL Y DIRR R V E SHEET 3, 11 1 /2" -- RESAR PROVIDE 1 1/2' TALL BERM (4' WIDE 0 TOP- 2:1 SIDE SLOPES --1*-BOTTOM XM PLANT 6' WHITE PINES - 15' ON CENTER (10 TOTAL). INSTALL PAVED APRON TRIM VEGETATION TO PROVIDE 35V MIN. SIGHT -�_ PROVIDE 1 1 2' TALL BERM 4' WIDE 7RESTRICT N R-O-W WITH TOWN TREE WARDEN. s-S-- WORK TO ONLY THAT REQUIRED TO CLP 6 -- PROVIDE SIGHT LINE. ESMH - 10, BOTTOM WIDTH) PLANT 6' 1NiITE FL:61.20 = - TF: PINES - 16' ON CENTER (12 TOTAL). ' MADE O FL: 61.20 - �_ '� TF: 68.70 �" TOP- �21-4stOE SLOPES FL: 65.20 BOTTOM HYD CLP 5 10' VA PLANT 6' WHITE 36" RCP P,IN - 15' ON C TES\ (12 TOTAL). TOP:56.05 I �....� „� WV W- - s / FL-52.79 I "..$4 .6T`0""PVC SAN..Ii S51 R% �W` �~ w - _ / 10' GA^, EASEMENT IN W\ I' r REB ". ECB +.• r, - -� CLP 4 FAvTJRC I I I �R=401- ¢ "� TF:68.51 " "•- .`•" "' .",.a ` 6 ^W`� LIGHT &.. POWER COMPANY T'= '< _ "`_`^ 4.45 I I ESMH ` �.. \ , I T 1.89' M . \ �^ .v �_� _ - TF:68.33 -�- EtFc \' INSTALL 18" HIGH BERM �� �•- Y. - ----_ _ - - 'i4p:00tr_- V� V _ _ ` _ - ,.s .73 6' WAD AT o` 4 = _ --•.• �_ -� E BASE 0 o p - - _ - _ �, �- R=1 158.12 1, \ 2:1 SIDE SLOPES O O - \ ~-- _ G ,� L'�'0. �, 1 ECB _ \ `. T=15.14 _ ` - I I TF:65.45 % \ f - - - - - - - - - - - - i - _ - - O - - - - o _ O \ \" _ 55 59^� ''� _ `'0" O _� - �r ` FL58.88({y \� / IN - o O_ _ �^ �� _ $ p,V.�C gqN \ ` 1 �` FAVOR OF CL °JP O ` s V l _ ` 0.6q 66 I , `//J�' - - - - - - - - -1 -----� ^i.9.�,111 tit"�•�� _ G •+. �t �\ TRANS �\ ` ".9 .• L `10' GAS EA5 M ire"` r •- ! o. `` ti'� - -bb_ h� _S FL:669i Q� - a- \ o `` 1 ` ��'a _ / CLP 3 RR\ lY�� _ + FAVOR OF COWNEC71CU7 cn I ECB.` - I ♦ ®'a F f ' l - _- ``--^- LIGHT &POWER COMPANY ~""- �r1 N p=60'00' 45 r �, r �� 077; r \ f7 `� ROPOSED GATE , MON WELL R=20 FL.52. �T \ ' �� ` *AD 'ACC/�g� ,').' 1 `----- - - - - -- --- - - Y L--_----- - - ---- - " p=60'00'00" `=1�5 5$.4518"IN) `` It \ `�♦ \ FCC ��A„uV`�l( �. � I YARD FOR BULK eaF OF: 7 W - - _ _ Rd=50.00 ` �� ( ) o� F TOPSOIL - - L 52.36 \ 68.36(18"IN) ` ♦ �G ® 6 / pH MULCH-2.8.87 �` r ( �\ ♦ Q � ♦ ` � FS �� O `' ' `� �. fs'gy Fs�\ - _ _ LAND /�0 5 I I 0,.\ 3 ® ` ® OAF W Nu CAPE MATERIALS SUCH AS 4 " ""• ..,• �` r R=t•t58. PATIO BLOCKS, RETAINING WALL - - _ O,<• �,q RiL \6 + L=20.38 ti ♦ �� (fR LOT 4 % UNITS. /\ �0 O,NQ P,Y 686,., . _ r=to.ze ♦ o ♦ ��, CLP 2 0 �TA�i. \Mq/N B PARKING SPACES SHOWN FOR ZONING *TOPSOIL SCREENING FOR -72- ' `` 3 y�h Ty'I$ _ _ - ` ♦ ♦ _ _ _ `�` \� COMPLIANCE NOT TO BE STRIPED 3 COMMERCIAL USE ONLY. ALL ' IO 5° F�F - - _ 6 _ ` - -68•-- - �� z - -MATERIALS-STORED IN YARD TO - - 46, ,O 1,- , 1 I- �I' - ` O BE USED FOR COMMERCIAL \ i , , \> R _ i60_, ♦' - '-' YARD " / I p t \� ♦ 0 I CONT\RACT1D1t TO EXCAVA E AND ¢I¢ 6g, BUSINESS USE ONLY. N6 DIRECT INSTALL 18 tGH BERM \ / r , ' 'SSQ A2. - " ` , _ 58 �r , ` Ftf CONFIRM D LATERAL PRIOR o RETAIL SALES OF MATERIALS- TO \ , i _ �� ' 33 , A- P\ \ �C TO BUILDING CON CTION Sim 1 TAKE PLACE. 6 WIDE AT BASE / / \ ' uc 31 °s�•. �56� 7 , \�. �`\ _ aQ ?SF., a `✓%J i `x INS 6K z:1 SIDE SLOPES i �� ' z �R� OFT\ x 3 \ 70� - TP t t i �r , S E�F^VOR H WIC �•\� L'� / T16 r , , _' 't 1 i � N G S-1 LF 6" PVC �Aa 0 SOT 5�1.076 \ a 30' D IVEWAY EASEMENT LO ,#2 t ` ` o _ ♦ SPEED LIMIT alb STREET IN FAVOF OF THE TOWN + ` O ` �� \ ♦ SIGN tp--, ECB SIGN ROV+ \` r ` _ ♦+,__ ' r ' OFAOU,TH WINDSOR ON �- �� ` 1�� CQN \ t ' I `�. I OT y,2 WF 44 i ' �3 N ELL: CC. 1 I O f' �� TF:67 58 � • _ _ _ l + + {!�3 , WF 4 , ' i� \ ` t I tt \ `O ♦ V :@FC HYD \ _ FL:62163 ♦ ♦ �� ,� \ 1 \ + 8 \ O. C. TF 68.98 a ESMH CLP t NO OUTLET 1� PUT) - _ - - ^ RIP RA ^ FE 7SY �' I t ` ` �� ♦ F\I.:62.78 / SIGN' ECB - - - - - - - - - - CoHOp r I TYPE " ce \ ♦ W ,� i �r EL: 4 F R� TF:63. ��ff TF:68.15 ' - ♦ ` ` 0' S, WF 42 �\ FL: 63.57 y , + FD INV 59.00 LOT AREA S WV I ! ED�H S� 15" IN 264,210 S.F.,F11 %F: 7.94 ( ) ' S67'11'24'E ' I 1 ,1 r 6.06 ACRES r. `Og• ♦ ` �n ♦ WF 36, ,REG'. L ATED AREA ' 10.20 / YARD FOR AGE OF TRUCKS t 41 r , AND EQUIPMEN USED )� 1 iF 5 0� • c8 , �~- ° I"V 6t•0p / / - I ' WF 63 WF 62� � - 0 j WF\64 / W6 77 _ /64- WF 59, WF 65 _ - 1 (� O / O 54 -W 56 _ WF 58 i WF 7.6 (p �WF 66 F WF 75 LOT 5 ".- . ' j \ r , WF, 4 5�/ WSF, 5'7/ ` \ - - iS WF 53�WF 79 � 00� WF 67 - WF 74 J � - � .moo ���•. � � WF 2 WF ' - - /, Yt 81`Q8\ WF 83 � �1 \ WF 69 \ // \ 15" CON \ WF 82 \ EL- 44.00 2 _ WF 50 WF 70 ENERGY DISSIPATOR (SEE DETAIL) WF 49 WF 48 WF 47 46 A \ / ?ON -46- } / S66'48'16" E 25.00 ♦ 1 /N N F TOWN OF SOUTH WINDSOR� x \ N/F RALPH H. MOSHER zo�x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 9/29/05 PER PZC APPROVAL CONDITIONS RAM BY A LICENSED LAND SURVEYOR PRIOR TO 2 8/01/05 CIIAN16E IN CURB ENTRANCE TO GRAVEL YARD RJB CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 6/30/05 Add test pit locations & data GBS OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 13Y COiv, i 3tC1AL BU ESS IAND %. . +' „ ♦ NO RIGHT I ROPOSED GATE C. ♦ 3 ECB / N� / , I , 1 , ORT TERM STOR OF + + v + + _ - � TURN SIGN " � , + ALLEIN CONTAININ DSCAPE + + + v + 6 TF:67.68 K&B REALTY, LLC ♦ � � � � , � ( � RODUCTS TTYPE *C*F 66.00 � + + • +�F+ + + + 8~ I � FL: 57.06(15") WF 40 ' z0.6g )4F 37 r f r ' INV:62.50 + v +�Av + + + + ` ` ST P I'll INSTALL MODIFIED RIPRAP SWALE QQZ I ' + � r r GRAVEL - % + +` TO EXISTING RIPRAP ENERGY + t I r "'„ + v + + + + ` 1 1 ` DISSIPATOR WF 39 I� I ' , YARD P I4 }S .� + r + + l n' 4 � + '- 6Er•- + F + + WF 38 r ' ' r \ I II TP 3 y ` + + + - + + + M2 10�, O'06'?7" YY, 'ram' 68,00 + R= 5.00�t "1i BWLDING TO IA + + + 41 ` C � GLt1DE APPROX. , I I '� KIMBERLY 10�FF�OtCESF. SHOWROOM AND + + . 1 IECB 0 AREA AND 4,200• S.F. SHOA + +"S� WY + g ° I _RETAIL' I FL- 52, 6(36") \ . " l - :68.00 SALES OF LANDS APE + +. + v ++ r NEW i V:59.00 \ �F \� E "C" CB THAN PRODUCTS. I TF:1i5.00 . \ AREA OX OF GROSS FFLOO l�SS w + • + + G4ARDI ` V 61.50 p + + ! RAIL I ` `�/ - PURPOSE F ROOMS PRIMARY BU NERc►AL LANDSC T , + I �TAPDIt�GO SIGNE ` 9,0 F SERVING t:` ; iMERCIAL 0-RESIDENiiAL100, CUSTOMERS. + . 1 , z ' TP 2 15" LONG IN 61. iz o PROPOSED DUMPSTER ` ` _ S i!S 11 '� WITH PAD ` ` `� \ O I, - ° \ODI TEL. la M T /1 _ w 20 Ll l 15�OHDP III I- � ♦ 5 `60e I S III" -10. (SEE DETAIL) WF 6"3 \ µIF 2� ` `'✓ ` EXIS IJGI I LEGEND: CHO MON. 36" NY: 5 4 , TEST PITS • IRON PIN TO BE SET W'1 w S68' 02 '23"E BIRCH MOUNTAIN EARTHWORKS MONUMENT TO B E SET 3 KIMBERLY DRIVE 4 EXISTING IRON PIN 1574 SOUTH WINDSOR, CONNECTICUT o EXISTING MONUMENT j JUNE29,2005 Cob EXISTING UTILITY POLE Test Pit#1 = _k = = EXISTING CATCH BASIN AND PIPE ---- 0"-12" Topsoil PROPOSED CATCH BASIN AND PIPE 12"--56" Red -Brown medium fine sand = _ _ = EXISTING SANITARY MANHOLE AND PIPE NOTES: 56"--72" Grey Clay - Mottling @32" _ _ _ _ EXISTING WATER MAIN AND HYDRANT 1. PROPERTY IS IN ZONE I INDUSTRIAL ZONE. No water 2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON. R.L. ROOF LEADER Test Pit#2 s SANITARY LATERAL 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001.D MAP REVISED 0"-2" Leaf litter (little to no topsoil) W WATER LATERAL FEBRUARY 23, 2001 2"-28" Loose light brown sand F FOUNDATION DRAIN 4. WETLANDS FLAGGED BY JOHN IANNI AND FIELD LOCATED BY DESIGN 28'-9' Slightly compact light brown sand PROFESSIONALS MAY 2005. ® DUMPSTER PAD Possible motting@ 28" -6{- -- EXISTING CONTOUR MAP REFERENCES: Test Pit43 '-020-- PROPOSED CONTOUR 1. TOPOGRAPHIC PLAN RESUBDIVISION PROPERTY OF ANDRE L. CHARBONNEAU & x61.95 EXISTING SPOT GRADE ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE 0"-12" Topsoil x��t.95 PROPOSED SPOT GRADE 1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO. ITL18" Lightbrown fine sand 18"--36" Very compact silty sand o PROPOSED SANITARY CLEANOUT 2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH 30-54" Lightbrown fine sand -mottles throughout WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE 54'-8' Grey clay ^` EXISTING TREELINE K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1"=40', Possible molting @ 18" PROPOSED TREELINE/CLEARING LIMITS DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES. REGULATED AREA 3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE Test Pit#4 CONNECTCUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE • I AINLAND WETLANDS CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT 0"-5" Topsoil SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY 5' -12" Light brown loose sand PALMBERG & RUSSO. ln80" Light brown very compact fine sand ����� PLANS 80''-110" Grey Clay TOWN OF SOUTH WINDSOR 4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE Possible motAing@ 12" AUTHORIZED SIGNATURE CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE, 1"=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1"=40' DATE: 02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO. DAT iy-�/?i 5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73 SCALE: 1 "=40' BY MORTON S. FINE & ASSOCIATES THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATI OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE 13EST Of MY KNOWLEDGE AND DELIEF, TH15 MAP 15 5U65TANTIALLY CORRECT AS; NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 40 0 20 40 80 (INS) 1 inch = 40 & Tel. 860.291.8755 � esi� gn Fax 860.291.8757 w�ofessiona1sy ine. civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Rood, South Windsor, Connecticut 06074 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET T(OU- �Q� MA CK PROPER TIES, L L C 4 DESIGN.- GBS DRAWN.• MHA CHECKED.- RPM 11 KUM110DERLY DRUVE SOB No.: 2140 IDATE- 6-13-0.5' ' 1 DRAWING NO.: JOBS1214012140- 4. D WG ®vim � �®� CONNECTICUT CONSTRUCTION ENTRANCE PAD PROVIDE 1 1/2' TALL BERM (4' WIDE 0 TOP- 2:1 SIDE SLOPES 6"-2" STONE ON --1V- BOUQM WIDTH) PLANT 6' WHITE PINES - 15' ON CENTER (10 TOTAL). INSTALL PAVED APRON FILTER FABRIC TRIM VF('ETATION TO PROVIDE 350' MIN. SIGHT LINE FROM SITE DRIVEWAY. CORDINATE WORK --. - PROVIDE 1 1/2' LL BERM 4�' WIDE WITHIN R-O-W WITH TOWN TREE WARDEN. ESMH CLIP 6 `- ® IOP- 22 SID1�TA5 PLO ES RESTRICT WORK TO ONLY THAT REQUIRED TO 10' BOTTOM WIDTH) PLANT 6' WHITE PROVIDE SIGHT LINE. FL:61.20 - ECB -^ r - PINES - 15' ON CENTER (12 TOTAL). PROVIDE 1 1/2' TALL BERM 4' WIDE 0 \ F1 -68.20 ,,,,, C, TOP-' DE SLOPES FL:65.20 HYD 1n, rrnM unaru\ Or AAIT 6' WUI= CLP 5 36 RUr lrz;N' ELEC P,MIES - 15' ON CENTER (12 TOTAL). TOP:56.05 1115 �S= 6 10"rVC S NN r` 1 R ° -W ` �� - -yam- -�,._ / 10' GAS EASEMENT IN W + r \ RE ECB I I .� ..� - �^- `� CLIP 4 \ ' r -- a. TF.68.51 •t'�S ` ` �68_ `"W LIGHT & POWER COMPANY \ r' -TE - - ��1 _FL:sg4.45 I% ESMH \ \ M �, 4 _ -.. __TF:68.33 �.? etsc \\' INSTALL 18" HIGH BERM FL:59.73 %... 1 ! _ �•- . o "+- \ 6' WIDE AT BASE \ o o J ; _ . t: } - % \ _ - _ R-1,158.12 a r \ 2:1 SIDE SLOPES o~ o '7� d�L - \ - _c---�s�. L�o.29, �. ' ECB W - - - - - - - - _ _-- -% ' -'+ _'- _-~ -- \ - ` �^ =15.14 +� _ _ \ \ t TF: 65.45 _ FL:58.881 \ / t t5 ' ,. �� O .r \ IFS `_ a '�pvC --_____ FAVOR OF CL&P - - � \ \ _ _ _ _ �- - - - - - - O `�. o - �- 1 .� `~ Imo/,/ MH\ \\ TRANS �\ 12 \>8\ 10' GAS EA - \ '�; --_��; o\ - �. _ = '66� �7/�+ .S FL69% / \ ♦ CUP 3 /'RO W FAVOR OF CONNECTICUT _"�� \ N / I o ` \ �� I ` ♦ 10 Ljpe 1 \ o - I' WUC LIGHT & POWER, 6OMPANY / ECB' ` t ` r r �` '�-� _ A=60.gq0'ac 5.45 \� ® ep�T 1/?' \ ` - - - - - - ' PROPOSED GATE , MON WELL Re20V FL- 52�1 (y�tr"p T) \ ' ��\\ � � OM W/p TgtC � \ _ _ / / '�A Lez0�94 52.42(36"IN) ^\ ` ♦ /� ♦ Ft ) pt N4f \ ' _ -- --------' - i A=60.00'00" 1 =11.55 /r \ ♦ `EO ANT {4' \ TOPS fOR BULK STORAGE OF' - \ -74� ' _ _ _ - R�50.00 \ � .36(18"IN) I \ \G ♦ 8' 7F TOp` TOPSOIL L-52.36 +`/i F ® \ CONSTRUCTION \ \ MULCH 70 �' _ 28.87 \ \ �. ♦ � p/Nes , z•1 \ ENTRANCE PAD LANDS i�� r ! ♦ is, S/0 » » CAPE f4AIERIAI S SUCH AS r O r! \ N C tOp W A= ' 0"\ 3 \ \ s o F S \ 6 -2 STONE ON PATIO BLOCKS, RETAII•IING't'.7t1 _ _ _ / / A. A'\ r r R=1,158. \ FNTFRES \1kgT FILTER FABRIC O F QR% `SG' L=20.38 ♦ FR UNITS. _ r ( !. 6\3 i _ t ! ` (10 LOT 4 `�C,OR �qy 6�, T®10.29 \ ♦ ♦ ♦_ CLP 2 TOTAC \ q/N 8 PARKING SPACES SHOWN FOR ZONING 1 •TOPSOIL SCREENING FOR \ \ -72- - r O� �qS� - \ \ ♦ ♦ - - - - - ♦. ) \ COMPLIANCE. NOT TO BE STRIPED 3 l COMMERCIAL USE ONLY. ALL -"T_PP341_s- crnPM Iry YAW) Tn �� , ' J ToFbs, �� ' - 6 y r - \ .. ��� _ ♦ % �_ 68- -� / �i BE USED FOR COMI.2 InL GRAVEL / - \ / , �)I ''\ `i\ �6Qy ` , - '/�J ♦ \ CONTRACTS TO EXCAVATE AND Q�Q IIIf J 8 BUSINESS USE ONLY. N� 41RECT YnRD INS L 18" CH BERM \ / / '�S ✓sA N+ \ ` S l r� \ . O t \ ` ♦ F CONFIRM DEPTH Of LATERAL PRIOR o RETAIL SALES OF n,ATERIAL� To > \ / / , / R�\� _ �o ` - +3� $! - �\ \ \ l0' \ \ �C TO BUILDING CON3'i ACTION rr r TAKE PLACE. \ 6 WI AT BASE / / ' ' / 6jiO',, tNF 3t0 ` s7 .56- _ \ \FqQ, Fq �, r3 Al `` O M INV:63.00f C _- SIDE SLOPES 1 / / r ,/ / / F% ^� . -WF 32 yJr s \ IN OR TH \\ \\ R OF pN �,\( \ ® S--01.0% 6" PVC aTIP 1 l3 \ SILT-FENCE(TYP.) i , 30' DAIVEWAX EASE rn . LOT' # t _ \ RO SN % IN FA Ofj OF THE T JN t ' `� WF 311 + \ \ _ Jr, `�. ♦ SPEED LIMIT \ ¢�� STREET OF/SOQ H WINDS O ON .T9 t ' \ 1�� CO t t I �� ^ O \ �l j� SIGN / W\ j j� / ECB SIGN \ i / T #2 WF 44 r EL: 52.0 I ' O w <i + ♦ \ TF: 67 58 \ - 68 �. �• r r r / i e!F 4 � r ` \ 1 I t \O . � `� • •' a • .♦ b \ (Fc \ FL: 62 63 r� \ t 1trF 3 t --�'�'�-� , < ' t 8 \ \ + ESMH \ HYD CLIP 1 \ (18" PUT) ,/ ` \>� \ t \ \\\ fi-' • ® TF: 68.98 NO OUTLET \ RIP na\', . • ' FL:62.78 .: SIGN ECB d / r� y0pr R/ r I TYPE L" CB : a► . / \ = -LI TF:68.15 `'NF\ 0 1,2 °_' w°i _ �\ N sa on / S _ \\ A 1. , 1�, a i ll�' Fn1nu FL: 63.57 .94 66 64 r / \ \ \ \r I z I r I I S F y \ r \ \ 180 / WF 361 IREGI�LATED AREA YARD FOR S1 RAGE OF TRUCKS _ 7 G �Sa A r + + AND EQUIPMEN USED IN + .♦ r I 66 t \ 7F, f ^Ct^ a+ \ I a r I I t I COMMERCIAL BUS. ESS AND 7, . ' ENO RIGHT 65 S! _RT TERM 3E OFPROPOSED GATE C. + + + • _ SIGN/ ECB INV•61.00 CQ ®, N/ � N/ Ir rt ' I + I PALLETS CONTAINING LANDSCAPE ++ + + Cq�, • Ml Tl IGN � Ir TF:67.68 r PRODUCTS TYPE "C" CB + 1 0p K&B REALTY, LLC ` r' I ' - r I ' ' _ _ 66.00 + + b ShCQSCAA�+ + ` • J FL: 57.06(15") IF 40 d \' , % JF 3I ! r r - - 6 I 2.50 C� R�A+ �+ + + ++ ` \ \ ST P �11 l/F 63 \ \ \ I t' INSTALL MODIFIED RIPRAP SWALE `��'a y ' 1 r GRAVEL ` _ ' ` ' +h ++ + +++++ + • C 11 `/ • + \ \ I r r V BITUMINOUS t + TO EXISTING RIPRAP ENERGY t ! YARD \ \ ' !F 62 %�� t \ DISSIPATOR t� 39�� I 1 ! ` + J _ ` \ PAVEMEP 6 + + • + + • + A \ !r 1 6,�� 1P 4 � ._ a �• \. I r ` \. I ®i 6� TIP 3 0 . \ + •►-_ + c!I . M2 ` i ��� y �i \ - - �w ' / ` NF 38 I �� , t �c .n ��� v ..„tK+ 30'# 1V + ` \ \ DURING CONSTRUCTION USE � � 00 ��`�; + r Vrr\64 \ WATER QUALITY BASIN AS ° 6 _ too'` + S6' \ 1 / / ° ' - \ ` \ \ �' SEDIMENT BASIN. INSTALL \ I �t '11 BUILDING TO INQI UDE APPROX. •+ �+ 1 r \ t I Q _ �O _KIMBERLY 7,800 S.F. SHOWP i \ \ C <, AOM AND + + • ' 7tC6 TEMPORARY BERM AND RISER \ \ \ �. 6g r ^ \ 4 a,�� DRIVE OFFICES D 4,20o, S.F. SHOP + o SEE DETAIL). • \ ` _ _- - - _ _ \ A I ARE + 6 �^ �\ _ _ �`� r0 t� Q : 68.00 RFXSI'.. Z + + + • + FL: 5� 6(36") -� \ 4 SALES OF LANDS qPE Q + NEW INV:59.0 - \ \ TYPE-"Cf• CB- TYPE PRODUCTS. TO ENT 1 ++ + + + \ �64- `// / ' _ _ r \ \ \ \ �6� / �- - \ 7.165.00 THAN�y° F 4 LESS o • r �-\ \ 0 0 GROSS FLOOR co + + t t4'F 59 ' , / / - ^ t4F f1S \ \ \ ' a ` \ \ \ \ / / � _ . PURPOSE F ROOM'S PRIMARY. + } G RD t - _ V:61.50 \ AREA. S tv o + , r R IL t �62- - ' / / i / , ` - tt I t �c - VIF 78 \ \ 60� _ _ _1� ` MMERCIA p ORT OF tCl + ++ + PO D FREE - AN !!F 54F % % 7 WF 58 1 I t 'u WF Z&% \ \ \ / I% _ - - _ i LAND a rTA D17G SIG�J -f3t1 MESS. SERVING C 1UkffRCWI++ + + ►�✓ W 100' SIDENTIAL CUSTOMERS. • + , + _ rl \t z I r.�,•,..:y'=' 120 LF i5 HDPE + +, + + + I z tt �g- , ��� , . \WF 66\ h ,� -a S6\ I - t t t _ _ , _ \ S= .50% 2 •; , 0 I w t -� A- \ \ WF 75 \ 15" 64 I I t CONC. FE 5" CONC. FE LOT 5 ,5 , ' / - -/ - ) WF 79 s., WITH PAD DUMPSTER7t \ \ 60 TEL taT �� ' `` °� . �\ \ \� '62-60_I Box < O WF 67 WF 74 / - , + + 20 I F 5" HDP,48 'NF f erF\ss WF'73 / 1\ •► SNP 3. I \ / $0� -4 , WF 83 ENERGY AIL) ATOR � ` WF 6 / - \ _' WFt 2' t \t / \ A, 8 SEE DETAIL EXIS �IG WF 69 \ i r t CHD MON. r t / / \ 15' CON ` FE` / - �'✓F 82 36" V� r'A r 4 / r! EL: 44.00 VF / - ENERGY DISSIPATOR / ' / ►� (SEE DETAIL) / WF 49 I LEGEND: WF 48 a t'r 47 �-� 0 IRON PIN TO BE SET 1/2" WF 46 ANGLE \ ■ MONUMENT TO BE SET REBAR IRON / 0 EXISTING IRON PIN tea4 � / o EXISTING MONUMENT EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE EXISTING SANITARY MANHOLE AN D PIPE N/F ` \ R�\ �� ` / - - _ _ EXISTING WATER MAIN AND HYDRANT ��•rnunI nr e.ni rru um►1nc►nn � V \ � /.` ROOF LEADER S SANITARY LATERAL N/F w WATER LATERAL RALPH H. MOS,'iER F FOUNDATION DRAIN ® DUMPSTER PAD -� EXI JTI I`VG COiVTVUR --(�- PROPOSED CONTOUR x61,95 EXISTING SPOT GRADE x61,95 PROPOSED SPOT GRADE o PROPOSED SANITARY CLEANOUT EXISTING TREELINE PROPOSED TREELINE/CLEARING LIMITS - --• REGULATED AREA - I INLAND WETLANDS zo�x z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 09-29-05 ADD PROPERTY ADDRESS RAM CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND GRIGINAL SIGNATURE 1 8-01-05 ADDED 6' WIDE HIGH BERM RJB OF THE PROFESSIONAL EjjGIN EER/SURVEYOR. NO. DATE DESCRIPTION BY THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE '� 0 20 40 80 EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. 1 �h 0' ft SOIL TYPES: SaA - SACO SANDY LOAM 0-3% SLOPES. WvA - WINDSOR LOAMY FINE SAND, 0-3% SLOPES WVB - WINDSOR LOAMY FINE SAND, 3-8% SLOPES WvC - WINDSOR LOAMY FINE SAND, 8-15% SLOPES EnB - ELMWOOD SANDY LOAM, 3-8% SLOPES * SOIL TYPES TAKEN FROM SOIL SURVEY HARTFORD COUNTY, CONNECTICUT ISSUED FEBRUARY 1962. FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNH I URE ATE: Tel. 860. 291 • 8- 1 wmmmmm n Fax 860.291 • 8757 D uwG esigan . ERO03aOH �oNTRoL PUN r 0 f e s s ion a l s, i n c o OES/GN.• GBS DRAWN MHA CHECKED. RPM 9 civil engineers . planners surveyors landscape architects • gis • gps JOB ND.: 2140 DATE.• 6-13--05 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: JOBS/2140/2140-5.DWG 1 11 NOTES: 1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE. 2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON. 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001D MAP REVISED FEBRUARY 23, 2001 MAP REFERENCES: 1. I UrUUKAI'r1IU t'LAN KtZ)U0tJI VIJIUN rKUI'tK I Y Ut- ANUKt L. k;hAKtiUNNtAU & ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO. 2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1 "=40', DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES. 3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE CHARBONNEAU KIMBERI Y DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY PALMBERG & RUSSO. 4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 "=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1 "=40' DATE: 02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO. 5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73 SCALE: 1 "=40' BY MORTON S. FINE & ASSOCIATES PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET SACK 11-11 R TIES; LLC 5 7m 11 KNMIUKI.ORLY DIR" UVE 6 SOUTH UrV 11MSORy C®1`71\7 uiCTUC ttJ 11 ANGLE POSTS 1. SET POSTS AND AN 5' GLE O EXCAVATE A 6'x6' TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC IT INTO THE TRENCH 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF SYNTHETIC FILTER BARRIER 4 13/1, STANDARD PREI CONCRETE UNIT r, 7 8 5/16" SHED 1'10 13/16" NIGRADE 5" -" 3'-1 3/4" FI413/16" 38 3/8" MIN AS qRICK LEVELERS v0 11 2'-8 3 4" ( 1'-8 3 8" 12 2" N' 12 eae.aca 2' B" W _ Z 7 13/16" �� N j Jam-_ 18' 3'-0" 8 8" 4'-0' 8"�- 'I ASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B M NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. ITV SAIVDI SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. " 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PLAN VIEW PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF UMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C-L' CATCH BASIN not to scale A FC a I �n L.� 4'-4" APPLICATION OF GRADE V-7 3/8" PVMT. CROSS -SLOPE In W w T_ W = (V I Z N - N IONFo .L WZW M. (n � z 3 z "-CLASS 'C' CONC. N W. OR PRECAST CONC. _ BLOCK 8" 3'-0" CLASS 'C' CONC. 4'-0' 4'-4" 5'-4' SECTION B-B SECTION A -A NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 8" V-1 5/8"- BRICK LEVELERS 1 3 8 o (L 3-5i o �:E »-- 4'-8 3/4" -• TYPE 'C' CATCH BASIN not to scale o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRFSSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. -T CO ODD OD D DD 6" CT D.O.T. 2" STONE TO BE PLACEDDD zI OVER FILTER FABRIC MATERIALDDD DD NOTE: DD SEE_ GRAnINr, ANn I ITII ITY I DDD D D $fiEET FOR PAVEMENT WIDTHS DDD DD DDD OD DDD DD DDD DDD EDGE OF PAVEMENT THRU-STREET ANTI -TRACKING APRON N.T.S. CLASS 'C' CONCRETE OR PRECAST UNIT 3-5/8' SURFACE COURSE 10'" z 1/2" RADIUS J m 5.5" �.--- 12" 1. CURBING MATERIAL TO BE CONN DOT CLASS 3 BITUMINOUS CONCRETE. 2. CURBING TO BE LAID ON TOP OF BINDER ur'URSE. BITUMINOUS SLOPE CURBING -CAPE COD BERM CURBING- N.T.S. LAWN/ STREETS/ STREETS/ LAWN/ CROSS-COUNTRY PAVED AREAS CROSS-COUNTRY PAVED AREAS = I 1' SEE PAVEME, . IJcTAIL SEE PAVEMENT DETAIL Min 4" Min. APPROVED GRANULAR NON -ORGANIC 7-- BACKFILL MATERIAL PLACED AND 12" O O COMPACTED IN ONE FOOT (MAX.) LIFTS 70..- 0. 12" -iOQ 0 WARNING TAPE PER CONN. GENERAL STATUTE 16-345, AS AMENDED, ;' O. PLACED 12" (MIN.) TO 24" (MAX.) .0' APOVE THE TOP OF THE PIPE. �- fl BANK RUN GRAVEL FILL C, Q 0 PLACED AND COMPACTED O' SAND BLANITT nIi v O LAYERS IVV V STONE LARGER THAN 1-1/2". MATERIAL 12" SHALL MEET D.O.T. 12" PIPE, AS SPECIFIED M.02.05 1/2 O.D. 1/2 O.D. PIPE PIPE Q^ + _ ' Q 3/4" BROKEN TRAPROCK 1/PI ED 4 Q Q 4 Q 4 Q Q 3/4" CRUSHED STONE BEDDING 1/2 O.D. Q Q Q Q Q MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. 6" Min. Q Q Q Q Q Q Q Q Q Q THE MATERIAL SHALL MEET D.O.T. Q 4 Q Q A Q 4 a 4^ Q / 6" Min. M.01.01.21 FOR 3/4" STONE. _ I BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. 12" PIPE 12' 12" PIPE 12" I TYPICAL SANITARY SEWER TRENCH SECTION NOT tU SCALE 01 TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. TAIL 'A' FOR USE WITH COR- [GATED METAL PIPE 54" OR RGER. j- :ND VIEW 'ONCRETE CUTOFF WALL ORvPRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT @E LAM R ONLY IN CDIUR OF WALL DIA. A B C D E F R1 R2 LLatlorMNALS SOJNAFR FOOT TTOF RRw � STM SO.NPER FOOT 2'-S" V-31{2' 1'-0' 0.060 0.060 21, 9" 2'-11" Y-2' 6'-,. 3'-6" Y-7I/Y V-4 1'-1. 0.066 0.066 24' 9 1/T S-71�2" V-6- 6'-1 1/2' 4'-0' 2'-l3/t6 '-4IS/IC' 1'-2' 0.72 0.072 30' 1'-0 4'-6 '-7 3/4" 6'-1 3/4 5'-0' 3'-1' 1'-6 1/2" 1'-3' 0.084 0.084 38' 1'-3" 5'-" 2'-t0.3 - W-1 3(4 6'-0: '-tt 11/15 2'-5/16' V-8' 0.096 0.036 42' 48' 1'-9' 2'-0" 5'-. 6'-0' 2--11' 2'-2" 8'-2 8'-2 6'-6' 7'-0 4'-5 7/8 4'-81/2. -3 1/2" -41/2 1'-10' i'-10` 0.108 0.120 0.108 0.120 54' 2'-3" V-5` 2'-11" 8'-e 7'-6' S'-C 1 /2' -9 �8' 2'-0' 0.132 0.132 60' 12: V-8" 4' 5'-0" 2'-0- Y-3' 4'-3/8` V-3' W-3/8- 8'-0" 2'-0- 6'-'. 2` 1'-" 3'-11 16' 101/4' 2'-0: 9- 0.144 0.048 0.144 0.048 15' 6' 2'-3' 3'-10' 6'-l' 2'-6' .^'-�� W' 1'-1/2' 11" 0.054 0.054 FLARED END nts - WIDTH VARIES SURFACE COURSE -BITUMINOUS CONCRETE, CLASS 2-1 1//2 - CONCRETTER CL r�UMINO; S2,� 4" * PROCESSED TRAPROCK BASE I O" GRAVEL SUBBASE BITUMINOUS CONCRETE PAVEMENT N.T.S. * - USE 2" CLASS 1 + 2" CLASS 2 AND 6" PROCESSED TAPRnnv �r IN TRUCK DOCK AND MANEUVERING AREA. r%nAICTDI lPTlnnl Crnl Irninr V VIVJ II\VVIIVIV JL4tV LIVVL 1 DUMPSTER SCREENING -SHRUBS 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALT_ HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 3. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 4. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 1_ 211 5. 7''C' CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RINr, SOIL STOCKPILES WITH SILT FENCE_ IMMEDIATELY__ AF IGR CREATION. ES I ADLISH VCGt IA I IVI`I VIV )UIL THAT IJ IV t5C. J IUUKI'ILED FUK LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 8. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON KIMBERLY AND SANDRA DRIVE WHERE NECESSARY TO PREVENT DUST BUILD-UP. 9. ALL STUMP TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 8" THICK CONC. DUMPSTER PAD 10 EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION DETAIL OF TEMPORARY SILTATION BASIN OUTLET 18- INTERMEDIATE RIP RAP THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VEF,IFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR fl I 1 IAA p CTr7P P'nl r`I flC1 1 D C' n C"T A 11 AGENT AND THE DESIGN ENGINEER. v v ��� � v � t._1 ♦ t�l y V 1._V �,.7V 1 � L V L 1 /'°" 9 L 12. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. N.T.S. 13. INSTALL STORM DRAINAGE. ; OTECT TOP OF EXISTING CATCH BASINS WITH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE f"TA Tr nr J 1/11E "fAAln nn F...­­­ OF CVVVE HCUI JINDARD JrECIFwAPONS OR RVAUS, CSKIULtJ, ANU CIUENIAL CONSTRUTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORATION STANDARD ROADWAY DETAILS. 14. PLACE PA%-MENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 15. AFTFR AI I SITE WORK IS COMPI FTFn; INCI IInINC. cPRFAniN(R ()F TnPcnlI ANn cFFnINr_ TAND 3EEDING, HE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM- vALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. 16. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE COMPLETED AS PART OF OVERALL SITE WORK. COMPLETION OF PHASE II TO BE DONE AS ECONOMIC CONDITIONS DICTATE. ESTIMATED START DATE FOR CONSTRUCTION - FALL 2005 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2006 I I SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMEN-RATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNE...IICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 3 2" x 2" x 36" WOODEN STAKES PER BALE. 4. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 6. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 7. EROSION AND SE :;1ENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: .E•) PERENNIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/- 1' 1' -1/2' 1-1/2' 3' 6 18.1 12' 8' 2' 1' 1' 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 1 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' -1 /2' 3-1/2' 7' 33 11. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12. AN APPROVED EROSION CONTROL BOND REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 13. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. MAINTENANCE AND OPERATION THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER TREATMENT SYSTEM. THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS IN THE SYSTEM. ENERGY DISSIPATOR DETAIL CATCH BASINS: THE CATCH BASINS SHALL BE INSPECTED AT A MINIMUM BI-ANNUALLY. THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS nts REACHES 1'. PAVEMENT SWEEPING: THE PA; ;LING LOT SHALL BE SWEPT AT A MINIMUM OF ONCE PER YEAR, IN THE SPRING BETWEEN APRIL 1 AND MAY 1. mown CROSS SECTION 6" DIA. METAL PIPE 4" DIA. METAL PIPE -HASP & LOCK GATE DETAIL NOT TO SCALE O..... ....O.'.'.'..- .... .'.'O.'.'.. '.. ...'.'.'.....'. O ... O �.'..'. FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE IN LINE CLEANOUT WIDTH OF GRAVEL DRIVE TO BE TYPE I OUTLET PROTECTION DETAIL AS SPECIFIED ON PLANS. PIPE ZE PER PLAN �""U ` DATE: GRAVEL YARD DETAIL NOT TO SCALE REVISIONS Tel. 860.291.8755 N� Fax 860.291 • 8757 ����m� .sign rOf sior is� inc. 2 09-29-05 ADD PROPERTY ADDRESS RAM a DES/GN.GBS DRAWN.• MHA CHECKED: RPM 1 8-01-05 ADDED RCP FLARED AND DISSIPATOR DIETS RJB civil engineers • planners surveyors landscape architects • gis gps JOB NO.: 2140 DATE 6-13-05 N0. DATE DESCRIPTION BY 1 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: JOR. Q1214012140-6.DWG 6" PROCESSED GRAVEL SUB GRADE PREPARED FOR: MA CK PROPER TIES, LLC III. I UMINDI EAR LY DRUV E SOUTH WINDSOR, lC®NNTICT ICCUT SHEET �•J 1/2 .1 REBAR WETLAND PLANTINGS TO CONSIST OF THE FOLLOWING; TUSSOCK SEDGE (CAREX STRICTA), THREE SQUARE (SCIRPUS PUNGENS), SOFTSTEM BULRUSH (SCIRPUS VAUDUS), AND NARROW -LEAF CATTAIL (TYPHA ANGUSTiFOLIA). FINAL PLACEMENT AND PLANT QUANTITIES OF WETLANDS PLANTINGS TO BE COORDINATED WITH LANDSCAPE ARCHITECT. GROUPINGS WiLL BE BASED ON PLANTINGS 24-38" ON CENTER WITHIN THE WET BOTTOM BASIN. BASIN BOTTOM TO RE ALSO SEEDED Mf 7w NEW ENGLAND WETiriIX BY NEW ENGLAND WETLAND PLANTS, INC. BOTTOM OF BASIN TO CONTAIN 6" CLAY LAYER OVER LAYERING 12" OF TOPSOIL WiTH 3OX ORGANIC SOiL AMENDMENT. W ,,, . PROVIDE i 1/2' TALL Licicfh t HIDE H ItJP- 2:1 JADE Sit.VPES -10'- BOT M KM PLANT 6' WHITE PINES - 15' ON CENTER (10 TOTAL). TRIM VEGETATION TO PROVIDE 350' MIN. "r:HT - INSTALL PAVED APRON LINET,T�'f� D1fiV1"WAY�CkDTNATE WORK PROVIDE 1 1 $Ili BERM 4' WIDE RESTRIWITHIN R-OORK TO WITH TOWN TREE WARDEN. ESMH CLP 6 --- PROVIDE SIGHT LINE. ONLY THAT REQUIRED TO TF:71.25 - ECB 10' BOTTOM WIDTH) PLANT 6 WHITE _ FL: _: 68 70 PINES - 15' ON CENTER (12 TOTAL). ' WIDE O _ - TOP- ,4? DE SLOPES '� -� �... ,,,,� \ \ �_� �` `•" •-T- --_ .,,, _ _ _,-_ _ H�CLP 5 10' BOTTOM, WIf3PLANT 8' WHITE 36" RCP ELEC PINES - 15ON CENTES (12 TOTAL). TOP: 56.05 WV -LLB _ ... _-> FL:52.79 11 -. w- - �70 S= PVC SAN S=1. . - W �- �, -_ !_ _ / 10' GAS EASEMENT IN \ f 6 . ECB !! �'� CLP 4 FAVOR � NN I ! r ` '-"'-- �• __ R-25 TF:68.51 6�\ �W LIGHT & POVIER COMPANY \ t ! ESMH +► \ t r ~� _ _ _ _ TF:68.33 �..^- -�� �Ecec \' INSTALL 18" HIGH BERM �,"` -_-- -�- _ G` FL:59.73 ' t 1 \ 6' WIDE AT BASE V _� `•�~v - `V 25 4', 2:1 SIDE SLOPES �,�, '=""�'`I� �"IrE �1� �'•`2� �vu' �v v,�, � - �` --' -` \'�"1 _ (' "`� �, �'@.` `�. "�rrtr .6 . '±r to ,v• ? . } vI LA \ +- ,�_ ® T= t 5. t a �.. t r TF: 65.45 FL:5T3.881 \ IN FAVO OF CL&P _ - _-"Mo 'nf; ��'' { �� 3 l V `.�,^�_� _''C 06 •Va, _\$6�t ry1 fj` TRANS'��\ 10-PS `� +. _ _ _ -66.15 . Q� o \ �� _ � � _ � 1 � -66- r-,r.. FL��0:9� � ¢CLP 3 \ W dONCRETE BLOCK FAVOR OF COrtNEC7ICUTvoi,/ ' o _� ECB--- - �! \' ♦ ® 70 OH@F \ STUFAGE BUNKERS o WV(, LIGHT & AOVlEQ GOf,iPANY �- ! �1 e0 >> _ o z `d I o=6°• 0' .45 ` - - _ - - - - - - _ 'j'�- MON WELL R=20 _ `v 2 C Z -PROPOSED GATE _ - FL: T \ ♦ �Oly p�8 / . 4=Z0�9a 52.42(3b"IN) \ . o S�FC ) `NET (4' `\ -dam - I 12-PS 4=�0'00'00"=f1.55 it ` YARD FOR BULK ST RAGE OF: -7 A- - _ _ R 50.00 ` �` 5$.45(18"IN) t .� ® 6' �lOF O \` l Yv TOPSOIL O - ' L 52.36 . e ` `36(18"IN) ` Cp/N�.�p \ _MULCH CONCRETE BLOCK -2887 �`� t r ♦ �s• �Ve o �- - - LAND Cw E MATERIAL s Ic AS (I STORAGE BUNKERS �� �30' _ s .\ _ 1 1 / R-1.1s6.° `\ 3 `� ® �N �A s \w h 97 DAT/� n, c -Alk u,n-uu,. 1 l \ i ti.n q.9,. \S` i/'\'„"'•� f _I I �\ ♦ /,_ '9•cH I V , NITS. u a, RG,Ai„ uvv • , ��AG�LE.ty 6d\`'G'� - T=10.29 1 �` ♦ ` tip 70 \'yAlry ♦ CLP 2 qC 8 PARKING SPACES SHOWN FOR ZONING LOT 4 r _ - / \ y��ry o�r�'6� t ♦ ♦ o� } COMPLIANCE. NOT TO BE STRIPED 3 'TOPS01 SCREENING OR / - Yt� rygs - - - _ _ ♦ _ - COMME qAL USE LY. ALL ' YO yi - - - -68- z - - - MATERi S STORED N YnRD TO - - - - -NEW TREE LINE r SO4,T0 `1''- - 6Ci •` ` "� 2�y c � - F z SEEDING MIXiURE TYPE II '- a O BE U D FOR COMM RCIAL GRA L / i �� i �_ _ �60-r \ 3' ` ~ ♦ i l CONTRACT TO EXCAVATE ND <I< YAR ' 1 CONFIRM D� LATERAL PRIOR bey, BUSINESS USE ONLY. NO DIRECT I STALL 18. --HIGH BE \ / /, 'Ssg\ - - \ 158Lt ,� O� F( QF o RETAIL SALES OF MATERIAL.;; TO \ , f - `o ` ` 70 j r r 'n �. y�l �� TO BUILDING CONSTiiUCTiON -� 6 WIDE AT BASE ' / 6' ' s,, 56- _ �. `j INV.63.o0t X�w TAKE PLACE \ / �o• WF 310 w �DyVOR AG 7HtSE �` M \ 2 1 SIDE SLOPES ' / F- M `WF 32 - Xr YF�y 1so LF s" PVC TP 1 i ,' 1 '' 11 S OE SObIT •r. R G �� S-1.OX �\ 0-. ` , f 30' DRIVEWAY EASEMENT o LOT,#2 1 �\ ,►°gym ° R�?$ SPEED LIMIT ¢I`O STREET F.�ING MIXTURE TYPE III -- SEEDING MIXTURE TYPE 11 ROY.. IN FA OR, 5F THE TOWN WF " , + `` _ 3m"M �uN, slcN H ECB slcN ' / rr r OF/SOU,TH WINDSOR ON 3g 1 1�� CON 1 I I �j. `�n,. �V�y � \ TF:6758 NEW TREE LINE _ - - - _ _ n 25 x20 CONCRETE BLOCK r T \ EL 52 s 1 �m oq� �F I+ v3 N2 YiF 44 3'\<( I 1 ♦ F C �..( CLP 1 \ (1:" ✓ ST�i�AGE BUNKERS 4 �\ ! + ! _ i WF 4 , 1 1 � '� ESMH ® HYD \_ _(18" UT) ',E �i:41�]if .• �.,., / _ ♦ i �v ♦- 7 , 9 � f 1 � u � K'f�i ♦ G. �. TF:68.9$ �p'� � NO OUTLET-,. RIP RA Ov t ECB NG MIXTURE { \ FL 62.78 SIGN �� ;rtc"`4,.,^`�x,;s,xv �Vr,,s{ - - - - _ i r ^ FE 1StiHp r r 1 I TYPE " CB l \ ♦ �9�'"= LJ ,e=` tip«,•, \ ` i o D o @ R/ TF:63. �$ ' FL 63.57 s ts. / �* a EL:51 54 P 10- TF:68.15 WF t>2 n jr� of r @ 8," ro 3` N / ! ED%AH ^ ^D o' + m ANY 59.00 (15" IN) b so L,a:•�,;.•ti' .�, \ / WF 361 iREGI)LATEO AREA YARD FOR AGE OF TRUCKS 7 �G' ` G 1 1 S[] A J R AND EQUIPMEN USED iN v� 8• \ - ♦ f 1 + ♦ ENO RIGHT / r ' BU ESS AND PROP ED GALE C. . .� 7 - _ 3 . . TU SIGN/ t ECB r r + , Of TERM STOR OF + + . r N/F r 1 I + ALLETS CONTAININ DSCAPE 4 �- + . . `68 Mi �. f TF 67.68 =f'� ^• ` �s �► R ,. 1 + + TYPE "C" CB + + _ FL: 57.06 15" t � � •N.-i••w ,, •',Lu3..;c� j / r RODUCTS S �'.ip + + � ( } 2 DISPLAY SPACES. K&B REALTY. LLC _ - r f r r TF:86.00 + `i' F • ` ` TO BE USED FOR DISPLAY OF "•. WF 40 ` 20 3T + ` +� • SURPLUS EQUIPMENT FOR / ' � � , "a `..7,2�•!.�'•rSt ss.\ � � r '''p• tNV:8250 + ` ST P �IQ - , ' `+ . SALE AND FOR RENTAL OF WF 63 \ ' INSTAL. MODIFIED RIPRAP SWAL.E ` '¢ ' f V B GRAVEL 9-1 + ��'�� ► . `� + f t ` . EQUIPMENT. ACCESS TO TO EXISTING RIPRAP ENERGY ' � + , r V LJ YARD PITUMINOUS ,�. /�� + + . r . r 1 ACES VIA INTERNAL WF 62� -+ 0 DISSIPATOR WF 39 I + \ 1 PAVEME + I TP 4 \ / + + +_ t6E- r +- • . + r M2 `t ! P G LOT dt OVER LAWN. WF 61 �' \ \ \66 I t tip .� g.00 .00 WF\64 \ I t �� - ' '11 BUILDING TO INCLUDE APPROX. + + 77 \ �Gy\ / t\ � t" m�j .�c� KIDRtVf;Y OFFICES800 -AND 4WRA4M AND `+ +� r r `� / WF 60 _ y _ a ` _ t _ _ _ _ _ _ pc AREA .200 S.F. SHOP + + + 6 ° :66.00 RETAIL SALE + + ++ + + / FL:52, 6(36"} ` . TYPE * G CB_ TYPE PRODUCTS. 70 ENT I LESS ` S OF LANDS�APE + r NEW 1 V:58.00 J \ /64 ' - - - - \ rr ` \ 5� TF:85.OD b TNN OX OF GROSS 4 • • . 1 GUARD wF ss_ WF 85 \ / \ - SEEDING MIXTURE TYPE ill _ ��� �� v:s1.50 AREA RooM's PRIG, , o f RAIL ` PURPOSE F MARY . ` _ T OF PO5 D FREE � L J ' - \ _m / - - ` BUM! 'L LANDS n•�" ++ • + r ETA DING SIGN f`-1 62-- - ' I i WF 78 60_ 5VIN 4 ,-WF 56 . WF 58 11 WF 76 /�/J I _ _ _ - ♦� .. 800 Nt1 RED DETIAAL COST MERCIAir DINERS. l ' to Ir �WF 66 \ . v> WF 75 `t'� 1 TP 2 ! ! 1 �. _ 5" CONC. FE a < LOTS 56- 5 / ' t 0- 0 WF 79 PROPOSED DUMPSTER L% �y ' ? WITH PAD TEL. �l 53 fit / ����00� WF 67 _ _ WF 74 / \ -6 WF ` - t t 20 LF S�0 P WF M+.M _ / -_~ - _ t t S-10. SaA o \ j YVF 2 WF 80 WF +�H-!t \ WF. 68 WF'73 �`S0� ENERGY DIi WF'g 3 1 t I LANDSCAPE NOTES: (SEE DETAIL) 2� t "' . /* 1 , LANDSCAPE DISPLAY AREA r � 1Y�' -8L WF 83 EXIS Gt/,/ WF P \ 3� 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG CHO MON. 36" v: b� 4 SEE OWNER'S LANDSCAPE WF \ 69 THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. f DESIGN CONCEPT (1 OF 1) / 15" CON E _WF 82 _ 2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDING MIXTURE 'TYPE III Y� ,1 , i / \ - EU 44.00 SEEDED SHALL RECEIVE FOUR (4) INCWES OF TOPSOIL, SOIL AMENDMENTS ANn MULCH, WATER AND DO NOT HEAVILY PRUNE THE TREE AT PLANTING - / 1 MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. PRUNE ONLY BROKEN LIMBS. Go -DOMINANT 1 ' ' NEW TREE LINE / LEADERS AND BROKEN OR DEAD BRANCHES. •' TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS &ROCKS GREATER THAN 3/4" AND OTHER SOME QIYERIOR TWIGS AND LATERAL BRANCHES I', + I ° / WF 50 \ WF 70 - _/�r~- MAY BE PRUNED- HOWEVER DO RO REMOVE DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. THE TERMINAL BbOs of eRarICHEs THAT /l _ EXTEND TO THE EDGE OF THE CROWN. ENERGY DISSIPATOR / / 3. LAWN GRASS SEED MIXTURE: iIJ (SEE DETAIL) A. SEEDING MIXTURE TYPE 1 (LAWN AREA): OF THE TREES ONLY ARCH THE APPROVAL/ / BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE OF ME LANDSCAPE ARCHITECT WF 43 CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE . - • APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH 01200 LBS. PER ACRE. \ WF 48 B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) WF 47 TALL FESCUE 70% OF MIXTURE PERENNIAL RYEGRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE A, �\ ALSIKE CLOVER 5% OF MIXTURE �ON\` RE5% OF MIXTURE /AA, _- \ APPLICATION VI RATE: 3.50 LBS PER 1000 S.F.TH WOOD HYDRO -MULCH 01200 LBS. PER ACRE. C. SEEDING MIXTURE TYPE III (BASIN BOTTOM) \ _-46- \ } NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, INC. / APPLICATION RATE: 1 POUND PER 2,500 S.F. WITH A NURSE CROP OF WINTER WHEAT WITH AN APPLICATION RATE OF 0.46 POUNDS PER 2,500 S.F. t D. TEMPORARY VEGETATIVE COVER ♦ ` \ \ \ SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENAPPLY NONE POUNIAL D PER ER011,000 SO. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. \ \ / 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY \ \ \ \ THE AMERICAN IURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL R \ �TREES SHALL BE FRESHLY DUG THIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. ` , WIY �\ \ \ 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 N/F `\ ` \ \111'.\ ` 6. PLANTING SEASON VARIANCE, IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE TOWN OF SOUTH WINDSOR �� /�•, \ SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. `'•.. � \ `7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. \. \ 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. ♦ , \ 9. SOIL AMFI`IDMENTS: \ N/ A. LLr IF SHALL BE PELLETIZED UME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND RALPH H. MOSHER CONTAIN A MAXIMUM OF 60% OXIDE. (I.E. CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM o n n z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 09-29-05 ADD PROPERTY ADDRESS RAM CONSTRUCTION. 1 8-02-06 ADDED LNDSCP CIA - STORAGE LAYOUT RJB 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 8Y B. FERTILIZER SHA OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 10. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. LANDSCAPE L 31h17 mK3 NOTES: 1. SITE AND LANDSCAPE LIGHTING PROVIDED SHALL BE WALL PACKS AS SELECTED By ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE SEE STAKING TRUNKS TREE WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. MARK THE NORTH SIDE OF THE THE ROOT FLAIR SHALL BE A MINIMUM OF 2" ABOVE THE FINISH GRADE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER r"," TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. / OF THE R00T BALL. TREES WHERE THE TRUNK MULCH RING FLARE iS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT BALL FLUSH TO 1800 NM 6 FT. DAM. MIN. DO NOT COVER THE TOP OF THE ROOT CPADE OR 25-50 MM (I-2 IN.T a0D MM (BET.) 0. PREFERRED BALL wnH SOIL. H!GHER IN SLOWLY D ING ILS. 200 MM (8 IN.) NOTES: 100 MM (4 HIGH EARTH SAUCER BEYOND EDGEE OF ROOT BALL. 1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE. 50 MIA (2 IN.) MULCH. DO NO PLACE MULCH IN CO TACT SYITTI TREE TRUNK. "" +"' ' REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR , , A PLANTING. OF ONE YEAR AFTER , , , ?;''";'�;',', ;','' �;",',PL > IS BURLAP FROM TOP HALF AR ROOT BALL 2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON. PLANTIFIG- ' IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND REMOVE UPPER T1YO-THIRDS OF BASKET. 3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001D MAP REVISED NOTE: FOR DIMENSIONS OF PLACE ROOT BALL ON L1r1EXCAVATED PLANTING AREAS TYPES OF SOIL OR TAMPED SOIL. FEBRUARY 23, 2001 AMENDMENTS, Off SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. MAP REFERENCES: NOTES 1. NO MULCH WITHIN 3" OF TREE. 1. ''OPOGRAPHIC PLAN RESUBDiVISION PROPERTY OF A'''ORE L. CHARBONNEAU & 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MIA (8 FT.) ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH Ww uSOR, CONNECTICUT. SCALE SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO. 3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT'S ROOT BALL . 4. WATER SHALL UE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD.. 2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH B&B TREES IN ALL SOIL TYPES WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. C-' A,RBONNEAU & ANDRE K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1"=40', N.T.S. DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES. 3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTiCUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 "=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY QTY. KEY BOTANICAL NAME COMMON NAME SIZE TYPE REMARKS PALMBERG & RUSSO. TREE PLANTING 52HFDu1 F 4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE ANAL PLANS CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE 4 AL AMELANCHIER LAEMS ALLEGHENY SERVICEBERRY 1 1/2" CAL. B&B PLANT AS SHOWN (20'HT:Rp" PI OF SOUTH WINDSOR CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT 2 Pr, PYRUS CALLERYNA ARISTOCRAT PEAR 2• CAL Baca PLANT AS SHOWN (30'HT-Zo' SCALE: 1 "=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1 "=40' DATE: 82 TO THU APS PINUSSTROBLIS OCCIDENTALIS, VAR. DAREASK AMERICANN WHITEPINE ARBORVITAE 5'-6' HT. B&B PLANT AS SHOWN (10'HT-4'W) ®R1zED SIGNATURE 02-25_88 SHEET 1 OF 2 BY PALMBERG & RUSSO. 9 IC ILEX CRENATA JAPANESE HOLLY 24" HT B&B 3.0' O.C. 5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN FIT H BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73 SCALE: 1"=40' BY MORTON S. FINE & ASSOCIATES GRAPHIC SCALE 40 0 20 40 80 ( IN F'EE'P 1 inch = 40 ft. Tel. 860.291 •8755 PREPARED FOR: SHEET r■ e��grFax 860.291 • 8757 LANDSCAPE -P�M MACPRJPRTI . * LLC Ll oiressionals, ,nc■ DESIGN.'RLB DRAWN.•MHA CHECKED.' RLB 11.••��•�liE",��KIE'!ice 1L1�D� W7 LY RVIE � civil engineers •planners •surveyors landscape architects • gis • gps JOB NO.: 2140 DATE.• 6113105 165 South Satellite Road, South Windsor, Connecticut 06074 ORAW/NG NO.: JOBS1214012140-L 1.DWG SOUTH Wue103034 C®NMICTUCUT GENERAL NOTES: FACE OF STONE VENEER FACE OF FOUNDATION 100'-2" AGE OF FOUNDATION ww>—w-0zw A: GENERAL THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO SATISFY THE INTENT OF THIS PROJECT. DRAWINGS ARE SCHEMATIC ONLY AND I�f IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PREMISES PRIOR TO SUBMITTING HIS BID PRICE TO ENSURE THAT HE IS AWARE OF ALL JOB CONDITIONS AND HAS INCLUDED IN HIS PRICE EVERYTHING REQUIRED. B. EXAMINATION OF SITE 1. BEFORE COMMENCING THE WORK, EACH CONTRACTOR IS HELD TO HAVE FULLY INFORMED HIMSELF AS TO ALL CONDITIONS UNDER - WHICH THE WORK IS TO BE CARRIED ON, OF WHAT WILL IN ANY Q WAY AFFECT THE WORK UNDER HIS CONTRACT, AND TO HAVE 0 COMPARED SAME WITH THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS PROPOSAL. 2. COMMENCING OF WORK WILL BE CONSIDERED AS EVIDENCE THAT AN EXAMINATION HAS BEEN MADE. NO ALLOWANCE WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF ANY i ERROR ON HIS PART, DUE TO HIS NEGLECT TO COMPLY WITH THE REQUIREMENTS OF THIS CLAUSE. 3. COMMENCING OF WORK WILL BE CONSIDERED PRESUMPTIVE EVIDENCE THAT THE CONTRACTOR IS CONVERSANT WITH LOCAL FACILITIES AND DIFFICULTIES, THE REQUIREMENTS OF THE DOCUMENTS, AND OF PERTINENT STATE OR LOCAL CODES, STATE LABOR AND MATERIAL MARKETS, AND HAS MADE DUE ALLOWANCE IN HIS BID FOR ALL CONTINGENCIES. NO COMPENSATION WILL BE ALLOWED BY REASON OF ANY DIFFICULTIES WHICH THE BIDDER COULD HAVE DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. �. SUBSTITUTIONS IF ANY CONTRACTOR FINDS THAT ANY MATERIAL OR METHOD OF CONSTRUCTION SPECIFIED OR SHOWN ON THE PLANS CANNOT BE OBTAINED OR USED AT THIS TIME, OR IF HE WISHES TO PROPOSE AN ALTERNATE NOT LISTED IN THE SPECIFICATIONS, HE IS REQUESTED TO STATE WITH HIS PROPOSAL WHAT ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION HE PROPOSES TO US. HIS BASE BID SHALL BE FIGURED ON THE SPECIFICATION DATA AS ISSUED BY RUSSELL AND DAWSON AND ANY LIST OF PROPOSED SUBSTITUTIONS SHALL INCLUDE THE AMOUNT TO BE ADDED TO OR DEDUCTED FROM BID. D. MATERIALS AND WORKMANSHIP ALL MATERIALS USED THROUGHOUT THE JOB SHALL BE NEW, FIRST QUALITY, AND OF HIGH GRADES SATISFACTORY TO THE OWNER. ALL WORKMANSHIP SHALL BE HIGH GRADE IN ACCORDANCE WITH THE TEST PRACTICE FOR THE TYPE OF WORK PERFORMED. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY PORTION OF THE WORK IN CASE THE MATERIAL OR WORKMANSHIP IS NOT OF SATISFACTORY QUALITY AND THE CONTRACTOR SHALL REPLACE SAME WITH ACCEPTABLE WORK AT HIS OWN EXPENSE. E CODE CONFORMANCE II II II II II II II L II II II II 1, GF—Oil Z,51-011 15'-O" 23'-4it nFFlr F 3'-0 x 6' HOLLOW GORE WOOD DO, SHOWROOM 54 x 50 = 17% FRONT H DOOR F-oil r xp rrnn CONFERENCE -4 17 x 12 Vp� x 0 -rnl OFFICE IQ x II ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 4-1/2" APPLICABLE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, DEPARTMENT OF BUILDING OF THE CITY, OSHA O AND 5/8" WATER RES. GYP BOARD ALL OTHER LOCAL, STATE, AND NATIONAL CODES WHICH APPLY. IN TOILET ROOM 3-5/8" L.G.M. STUDS NOTHING ON THIS DRAWING SHALL BE INTERPRETED AS AN 5/8" GYPSUM BOARD INFRINGEMENT OF SUCH CODES. F. GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE THAT THE INSTALLATION SHALL FULFILL EACH AND EVERY REQUIREMENT OF THESE SPECIFICATIONS, AND SHOULD THEY FAIL IN ANY WAY TO DO SO, THAT HE WILL, WITHOUT ADDITIONAL COST TO THE OWNER,PROVIDE WHATEVER ADDIT►ONAL MATERIAL AND/OR LABOR AS NECESSARY TO CORRECT THE FAULT AND TO COMPLY WITH THESE REQUIREMENTS. 2. ALL WORK FURNISHED UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST DEFECTS IN WORKMANSHIP OF MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE WORK. 3. NOTHING IN THIS SPECIFICATION SHALL BE CONSTRUED TORELIEVE THIS CONTRACTOR FROM MAKING GOOD AND PERFECT WORK IN ALL USUAL DETAILS OF CONSTRUCTION AND HE WILL BE HELD RESPONSIBLE TO PROVIDE ALL MATERIAL AND BEAR ALL EXPENSE INCIDENT TO THE SATISFACTORY COMPLETION OF THE WORK EMBRACED HEREIN. G. CLEANING UP AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALLREMOVE ALL WASTE, RUBBISH, AND OTHER MATERIALS LEFT AS A RESULT OF HIS OPERATIONS, AND LEAVE THE PREMISES IN CLEAN CONDITION. 5/8" WATER RES. GYP BOARD 3-5/8" L.G.M. STUDS AIR GAP 3-5/8" L.G.M. STUDS 5/8" WATER RESISTANT GYP 5/8" GYP BOARD 4-5/8" L.G.M. STUDS 5/8" GYP 6"5/8" WATER RES. GYP BOARD IN TROILET ROOM 4-5/8" L.G.M. STUDS 5/8" GYP RE5TRM. 8x7 23'-4" 22'-4" pl -- I V-O x 6F_411 3'-O x HOLLOW GQRE WODD D R I I PA55. > SHOPSHOP RE5TRM.51NK 8 x 7TO SHOP5' 0 x 7'-0H LLOW METAL DOOR O- - - - - —+— - - •- - - IHR WALL TO ROOFDECK NOTE:ALL INTERIOR WALLS TOINSTALLED IN THE FUTURE COPY/BREAK FILES I6 x 11 Erg RECEPTION 8-x-11- OFFICE 2 10 x 11 PREENSI NEERED BUILDING(TYPICAL) 5'-0 x 7'-0 PASS. DOOR SEGONI�) LEVEL FLAN 5GALE: I/8" = 1'-O" FIRST LEVEL FLAN 5GALE: 1/8" = 1'-O" eb jl"' O 12' X 14' O.H. DOOR 14' X 14' O.H. DOOR O 12' X 14' O.H. DOOR C qU' TYPICAL � 00P PI.A\J 19ATA FACE OF FOUNDATION ;, uwv�mc n64 cnruacu ririNU UNI&M LAV. r•, ?? TYPICAL INTV10P FIV/A110N5 Y,'r SPY 5CH�r)) F ' lY ✓.�.^� .'. c.1,, ' S' i .if t ty..{ F lc a•C' LtF' �,tc... Fl,�_R.N^rW "C•+N5 s5C•fFt r,�*R' F'-f'. 1 • C•8 .;tMV1R ':"c • r-o:.�a.•Z' a :d' F<. crx Fs;ce,.R • r c+o a •c YA Alf 4 w `—INSULATE A�XPOSED PIPING UNDER LAV, Rr-ST OOo -15 SCALE: 1/4" BIRCH MOUNTAIN EARTHWORKS SOUTH WINDSOR) CONNECTICUT CODE DATA B❑CA NATIONAL BUILDING CODE / 1996 (as mocilpleel by the Connecticut Supplement 1999) USE GROUP j --B--BUSINESS ARTICLE/ SECTI❑N C❑NSTRUCTI❑N TYPE: 3B UNPROTECTED C❑MBUSTIBLE / UNC❑MBUSTIBLE REQUIRED PER TAB 503 3 ST❑RIES 40' 14,400 SOFT ACTUAL 1 STORY 6,000 SOFT m e 0 z co 10 0 r U v LLJ z z a I C fY° a �L ri Q F— L LL' �i w v� Lu n 0 0 W(D ryz 0 UW �W W Z 0 z U LL1 Q v v r, z ul JOB NO : o5.Iaa DATE : 11-05-05 SCALE DRAWN BY : 5mi WWi—W—OZW ..> r L.J1 4L_ v L.1 ii_ i_io v I I N I L_ l..I—HIJ W LJUIJ W IIVj_ U W J ri n r- n k A r- -r A I r1 n r1 r r1 A r t I — T �SI IC ^l 1. LIU HOLLOWMETAL DOOR �I TOTE: >EE VP BUILDING INC. 'RE -ENGINEERED BUILDING DRAY/TNG FOR ;PECIf IC BUILDING DATA co O 0 U uJ Z Z C=1 Lt= O u_. H (l' a Q w w w w F- U) en w m O O r, N z O ©ATE :II-05-05 SCALE : 5/16" = I r-0° DRAWN BY ; SN-1 A2,Y L IKW>-to_0zW 1 2 3 4 5 6 -j-DUNOA I iuN I IS'-O'' IS'-O" I ^3' j , -' a' A y I ' \ 14�-160'F0uupATr1j1J �11�ovm0AT101`1 iivALL_ Tryp1[AL LI.0.1.1•� ------------�`�- ------r�------------J_- - - - - - - - - - F - ----� H - -- ---- - — ---- ------ - ---- -- - I ---------- ; I IF 3 E � I @Dz I I I I I I I i I I I I ! �F 4 -4- 1 II I I I I I I I I I II I I I I 1 SLAB ELEV. 0.0 I I �© 1 r3 �I I I 1n rbIlu nAr, �,., I AT P(t:OWr. II 0 i _I �i-------! I L ---� 1 )0" FowlOAl"01'-i WALL VFM E p E rA I L 1 11" 278mm E E o G N E M N E 3" 3 112" iv E O' 7 mm 89mm N Note: Column is Turned 90 ' From the Frame Line. 1 (4)3/4" Dia. A36 A.Bolt.s late W=8" L=1.1" levation=100'-0" 305mm E I0 1= U, T O E IL 21/2" 21/2" 64mm 64mm FL D� 6 (2)3/4" Pia. A36 A.Bolts late W=8" L= 1 "' levation=100'-0" ap 11" 279mm TOP OF WALL ® 5'-0" A Fr fl ALL i2ti?!PfTfe. krAL(.S) I 1 I I' I I. ( 67�11 I i C Lf V II ua I Ij SLOPE BLAB41 I I! DOWN 6" -- �. J. --� u } Uv 11 17� i Ih I( 1Lj,4 L. L- ' s rl.ni li i i I q i ! Il �,�,,--}may' �� �, w, L-+ � i ► f� I I ,,_011x F-3 �3 F-,3 �I —_—_---.------( L---------JN"----------I i _611,F0UI.lOAT►tm Ii1f,[C CTYPI!AL LIOP) (� �0" L N E I E vj 3" 31/2" N E N 76 m 89mm O� D2 (4)�/A" Dia A36 A.Bolt� -- - lElevation=1001-0" 21/2" (64mm) PROJECTION (U.O.N.) BOTTOM OF COLUMN BASE PLATE ELEV. TYPICAL ANCHOR BOLT PROJECTION i~"CJUINLll//'t-I 1 C.11\1 )"1Lf14lIN SCALE: I/8" = P-O" It c E r N 1 + o 2112"LLI 2112" 64mrn 1 1 1 64mm D3 FL 3 (4)3/'i" Dia. A36 A.Bolts late 11=8" L=1'-1" II levation=100'-0" 1/2" 03mm) 01AMETER CONCRETE ANCHORS (NOT BY VP) 1 A�—�- C7 w M E — w 1 1/4" OPENING WIDTH 1 1/4" 32mm 32mm NOTE: 1" (25mm) PROJECTION ABOVE BOTTOM OF JAMB CLIP FRAMED OPENING DETAIL 0-� � 1 ;ll �. i y p 1 c/, L P I E 2, N C 0 y i Dim. X Dim. X c ro IL 2 1/2" 2 1/2" 64mm I 64mm FL )9 (4)3/4" Dia. A36 h.Bolis 'late W=8" 1.=1'-0", X=4 3/4" L I VARIES BOTTOM OF COLUMN BASE PLATE 17 10, STD = 1/2" (13mm) FLUSH = 0" (Omm) TYPICAL COLUMN BASE PLATE DETAIL PLA'T'E ED E.7A I L5 I. ALL DIMENSIONS TO BE VERIFIED IN FIELD (V.I.F)AI..I_ WORK ALL FOOTINGS SHALL. BEAR ON UNDISTURBED NATURAL MATERIAL OR GRANULAR FILL. SHALL CONFORM TO THE CURRENT REQUIREMENTS OF THE BASIC ELEVATIONS OF BOTTOM OF FOOTING 5HOWN ON PLANS ARE FOR BIDDIN6 PURPOSES AND SHALL BUILDING CODE. DIMENSIONS AND DETAILS SHALL BE CHECKED BE LOWERED IF NECESSARY TO THE REQUIRED BEARING MATERIAL AS FOUND UPON EXCAVATION. AGAINST ENGINEERING DRAWIN65. THE CONTRACTOR SHALL VERIFY IF THE REQUIRED BEARING MATERIAL 15 NOT ENCOUNTERED AT ELEVATIONS 5HOWN, NO-,-IFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, ENGINEER IMMEDIATELY. CONTROLLED BAGKFILL AND COMPACTION IF REQUIRED. SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE A _�Ilff: WHERE UNACCEPTABLE MATERIAL MUST BE REMOVED AND REPLACED WITH PROPER ENG!NF_ER. MATERIAL. A CONTROLLED PROCEDURE MUST BE FOLLOWED TO ENSURE PROPER BEAR w5 FOR THE BUILDING 2. STRUCTURAL DESIGN LOADS: a. 501L - 2 TON5/50. FT, AL.LOWABL.E BEARING _P_ F�.IL NG ANC-r?AVIN6 BEFORE BACKFILLIN6, REMOVE GON5TRUGT ON DEBRIS. 517L0'05 TREES b. ROCK - 10 TON5/50. FT. ALLOWABLE BEARING izOQT , 50D, HEA,/Y 6RA55, DECAYED VEGETABLE MATTER AND OTHER UN:5o.ITABLE `-lERIAr_.5 c. ROOF - L.L. 30 PSF, D L. 25 PSF, T.L. 55 SF FILL MATERIAL SHALL BE A5 APPROVED BY THE ENGINEER. d. FLOOR - L.L. 125 PSF ON GRADE Sr��QNSTRUGT_ION MET�g AFTER DEPOSITING FILE OR BAGKFILL IN I FOOT LIFTS, rvF;__. r^iASwED 3. MATERIAL SHALL CONFORM TO THE FOLLOW1145: IN, COh1PAGT TO THE FOLLOWING PERCENT OPTIMUM DEN51TY. THE DRY DEN51TY AFTEk COMPACTION SHALL NOT BE LESS THAN a5% OF THE DRY DENSITY FOR THAT SOIL VvH: *. TIN CONCRETE: ACCORDANCE WITH A5TM D1557, METHOD D. IN TH15 TEST, MATERIAL5 RETAINED ON Tr.;-_ ?'c 5000 P51 ® 28 DAYS THREE-QUARTER 51EVE SHALL BE REPLACED WITH MATERIAL RE7A,NED ON THE NO 4 z.i'/E, AS f'c = 4,000PSI (25 DAYS) MIN. - ALL EXTERIOR SLABS NOTED AS AN OPTION IN THE SPECIFICATIONS FOR TH15 TEST. REINFORCING STEEL : A' ---TM A6I5, GRADE 60 (TIES B D. Fop-7.-EST`�: PERFORM ONE FIELD DENSITY TEST FOR EACH SOURCE OF FILL MATER• A._ PERFCRMED IN ACCORDANCE WD WITH A5TM D1556. PERFORM 5TANDARFIELD DEN51T`- "' 5T= STIRRUPS MAY BE Ab15-40) OF AN ACCURACY OF PLUS OR MINUS ONE PERCENT. STRUCTURAL STEEL A-86 IT SHALL BE THE CONTRACTOR'S RE5PON51BIL,TY TO NO'-IFY THE ENGINEER .AND TE5T!N•5 WELDED WIRE MESH A-185 LABORATORY JNHEN EACH LAYER OF FIi.L 15 TO BE IN PLACE AND READY FOR 7E57IN.3 THE 4. UNLE55 OTHERWISE SHOWN, PROVIDE STEEL LINTELS OVER CONTRACTOR SHALL ALLOW AMPLE TIME FOR TESTING. IF ANY F ILL 15 PLACED IN Ex;; C -•5 OF MASONRY OPENINGS, ONE ANGLE FOR EVERY 4" OF MA50NRY 51XTEEN (I6) INCHES WITHOUT TESTING, IT SHALL BE SUBJECT TO THICKNESS, 6" MIN. BEARING. REMO'✓AL. SIEVE ANALYSIS SHALL BE AT THE CONTRAGTOR'5 ,xpEN5E SPANS LINTELS rerer to plan �• O��ERVr�TIQN; ALL EXCAVATION OF UNACCEPTABLE YATER!AL IN5T4,LLA7'ION OF CON TROLLED FILL, COMPACTION, FIELD TESTING AND LABORATORY TESTING 5HAL_ Br r )NE L-I D'-O" TO 4'-b" 5V�" x �!�" x �(6" x 7.2 #/FT L UNDER THE SUPERVISION OF A TESTING WW LABORATORY WHO 5t-1ALL PROVIDE RITTF"-_;EN Rk -3 r- O ALL PHASES OF THE WORK TO THE ENGINEER. L-2 4'-b" TO 5-6" 4" x 5<'2" x Sib" x 8.2 #/FT.L L-3 5-b" TO 6-6" 5" x 514:2" x x 10.4 #/FT L L-4 b'-6" TO -1'-6" 6" X �" seN."x I17 #/FTI F7111?�11►11=/�tDr.Rt•� e^kI/'t>.7=_r= L-5 7'-6" TO 13'-6" W8x10 W/ PLATE L U EG1. L-6 13'-6" TO IS'-O" WSxl5 VV 5,{6" PLATE I. ALL CONCRETE WORK 51HALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 5Pi .: 'PEAT .^,'vF 5. UNLESS OTHERWISE SHOWN, PROVIDE REINFORC ING AS FOR GTRUCTURAL CONCRETE FOR BUILDIN65 (AGI 301-8Q). FOLLOWS: WALLS : 2-#5 CONTINUOUS TOP a BOTTOM 2. CONCRETE SHALL BE: 5000 P.S.I. NORMAL WEIGHT FOOTIN65 5-#5 CONTINUOUS 3. ALL REINFORCING SHALL BE 1-1161-ISTRENGTH DEFORMED BARS A5TM A 65-GRADE E 4. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAiL!NG MANUAL - 1988" SHOW ON A' 'V6 DRAWIN65 THE NUMBER AND LOCATION OF ALL BAR 5UPPORTS AND ACCE55ORIE5 TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED. L:,:OLUMN FOOTING SCHEDULE 5. MIN!MUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDIGAT.^ BE. RFIi�1F. 3" FOR CONCRETE_ POUREDG AAINST EARTH - _-- - (EA, NAY) 5" FOR CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OR WEATHER: F-1 4'-0"x4'-0"xI'-0" ! 1/2" FOR BARS #5 AND SMALLER 7#5 2" FOR BARS LARGER THAN #5 --- 1-1/2" FOR PIERS F-2 5'-O"x5'-O"x1' BW -2" 5/4" FOR 5LA5 AND ALL5 NOT EXP05ED EARTH OR WEATHER 6#6 - 6. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AE, DETAIL ED r)rl APPRO':'E'7 I3" -HF LF -3 6'-O"xb'-O"xl'-4" 6#7 5TRUGTURAL ENGINEER. LAP 5PLIGE5 WHERE PERMITTED SHALL BE A MINIMUM OF 36 E!,!-i. DIAMETERS UNLE55 5HOWN OTHERdN15E. MAKE ALL BARS CONTINUOUS AROUND GORNEK:� 47'-0"xT-0"xl'-6" 10#6 "1. PRO`/IDE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND ALL OPENING5 IN CON'RT-`>` ------__ - UNLESS SHOWN OTHERWISE. 8. SLABS, BEAMS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE ANC' 157-- ,N CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT "-ENTER OF SUPPORT WITr: BULKHEADS, HORIZONTAL KEYS, ANC? REINFORCING CONTINUING THROUGH. 9. ALL CONSTRUCTION JOINTS SHALL BE AS DETA,LED OR A5 APPROVED BY THE 5TPX 71_JRAL. ENGINEER. I N ��1 "v -`f'- + - -C I I �.�((,� v, E Y'" :• -V I I 2 1/2" 64mrn 64mrn F ! L i 5 (4)1" Dia. A36 A.Bo1Ls - late W=9" levation=100'-0" r I Opening Width + F' (127mm) Framed Opening —•{ I- FM Opening Width + 9" (229mm) Walk Door Sub Frame 1 I --. t IOpar:irtp Wrtth + 4 12' (114mm) Walk Door w/o Sub Frame I I FRAMED OPENING AT MASONRY I STRUC'TI TRAL DESIGN DATA DESIGN: APPLICA131.T'; CODES: STA'1 E BIJILDING CODE 1999 CONNE('TICUrr SI TPPLEN1 ENT& 2000 AMENDMENT 199G BOCA NATIONAL I31111.UING CODE 1996 INTERNATIONAL �11?t'•f1:1NI('.11, CODE 199'; 1NT11;RNAT(0NAL ('(!1)1': 1999 NATIONAL ELI' CTHICA1, ('OI)F, I IVF. LOt'11) DESIGN- GROUND SNOW LOAD: P(" - 30 PSF I LAT ROOD SNOW LOAD: PI - :i(I I'SI SNOW EXPOSUR.H; FACTOII: cs = 0 i W(NI)_LOAD DESIGN: BASIC WIND SPEED: AO MPIT WIN1) 1MPORTANCI+: FACTOR: (1) = 102 WIt'ID b:XPOSITIfle: "('" WIND EFFECTIVI'; V1''T,C)CT'n' PRT?'2CTIpl," P., - Qn DOV y 3 SECOND GIIS`I' WINO SPEFD: 115 R11'H SEISMIC D e' SICTN: PEAK VELOCITY RET,ATET) A CCITT rrz A'r'IfIXT (A,.l ,.itvry \.1V�—ll.l1 PEAK ACCELTI:RATION (Aa): 0.15 SEISMIC. HAZARD EXPOSIJI?E (1,1?oliP: 1 t) , EfSMIC PERFORMANC P CATNMOHY• (' SOIL PROFILE (S): i m SEISMIC RESIS'1'1N(1 :;TIZIJ("I'1TRAI.:)YSTI?M: ROOF DIAPTIRAG11,1 AND CONCENTRICALLY B1tACED FRAMNS RSPONSP MODIFICATION FACTOR (it): 5 -- CONCENTRICALLY I;RA('1?ll FRAMES DEFLE("I`ION AMPLIFICATION FACTOR Wd): 4-1/2 -- C0N('I"NT1?TCAI.LY BRAC1,A) FRANIES ANALYSIS PROCED111?F: EQTTIVALENT I ATERAL FORCE PROCEDTIRE SOIL EA13IN(; CAPACITY: ALI .nWABLE S0I1, BEARING CAPACITY: 4,000 PSI,, JOB NO OS 'aa DAZE SCALE DRAWN BY i I I . t�ilM Ljr j_1VV1SM%j 111 ur—I& DRAWING TITLE PAGES Cover Sheet Notes Anchor Bolt Plan Primary Structural Secondary Structural Covering Special Drawings Standard Erection Details i THE VP ENGINEF,R`S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFOR14ANCE REQUIRE14ENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. UKAVVIIIJU KLLI AbIt HI s TURY TYPE DATE DESCRIPTION Pcaot,15 (ZrL Cox) . I o-2 s b l- 4 :4- 1 - VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 VARCO-PRUDEN ENE . L NOTES TERIALS 3 PLATE WELDED SECTIONS A629, A672, A1011 SS GRADE 50 COLD FORMED LIGHT GAGE SHAPES A1011 SS GRADE 66 BRACE RODS A672 GRADE 65 HOT ROLLED MILL SHAPES A36, A672, A629, A992 GRADE 36 KV OR GRADE 60 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING A663, A792 GRADE 60 CLASS 2 OR GRADE 80 A326 BOLT TIGHTENING REQUIREMENTS 6T IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS. ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A326 OR A490 BOLTS (2000 ED.), UNLESS INDICATED AS "PRE -TENSIONED" ELSEWHERE iN THESE DRAWINGS, OR AS INDICATED BELOW. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISrelC PERFORMANCE 1 DESIGN CATEGORY D, E OR F (ZONE 3 OR 4). SEE CODES AND LOADS NOTES SELO A, FOR SEISMIC DESIGN CATEGORY. PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 6 TONS. CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE -TENSIONED. ALL SUP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE TENSIONED. SC TYPE CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES. ALL A490 BOLTS MUST BE PRE TENSIONED WITH WASHERS UNDER TURNED EL1wMENT. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED", EVEN IF ABOVE CONDITIONS EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS, WASHERS ARE NOT REQUIRED FOR "SNUG -TIGHT" CONNECTIONS. PRE -TENSIONED CONNECTIONS TIGHTENED USING THE TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS. CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DINIENSIOIMS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THA;j INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. Building Code: 1999 CT State Building Code Based on Building Code: BOCA -1996 - National Building Code Birch Mountain: Building Use:Standard Occupancy Structures, Collateral Gravity: 5.00 psf (Not including bidg %,A) LIVE LOADS AND RAINFALL Live Load 30.00 psf (Not Reducible) Rainfall: 8.00 in per hour Birch Mountain: Mezzanine 1 @ 01010: FD=0.00 psf, FL=0.00 psf (, Coll. Load:= 0.00 psf, Partition Load:= 0.00 psf Birch Mountain: Mezzanine 2 @ 111010: FD=6.00 psf, FL=125.00 psf (Not Reducible, Coll. Load:= 6.00 psf, Partition Load:m 0.00 psf , Birch Mountain: Mezzanine 3 @ 01010: FD=0.00 psf, FL--0.00 psf {Not Reducible, Coil. Load:= 0.00 nsf, Partition Load:= 0.00 psi' SNOW LOAD Ground Snow: 30.00 , Roof Snow: 30.00 psf, Flat Roof Snow: 30.00 psf Snow Exposure Category: 3 Snow Importance: 1.000 WIND LOAD Wind Speed: 80.00 mph, Wind Exposure: B Basic Wind Pressure: 6.44,(Parts) 14.01 psf Wind importance Factor: 1.067, Wind Enclosure: Enclosed, 0.260 Note: If the building Is design as ENCLOSED, all windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA Lateral Force Resisting Systems using Equivalent Force Procedure Seismic Hazard 1 Use Group: Group 1 Seismic Performance I Design Category: C (See Bolt Tightening Note Above) Aa: 0.1600, Av: 0.1100 Seismic Snow Load: 6.00 psf Seismic Importance: 1.000 Soil Factor 2.00 Moment -Resisting Frame System Ordinary Steel Frames (R=4.6,Cd=4.0) Building Frame System Concentrically Braced Frames (R=6.0,Cd=4.6) Analysis Procedure 1610.4 used THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. IT iS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANOIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN: IN ERECTING THIS BUILDING IN CONFORMANCE WiTH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT" USE OF TEMPORARY BRACING. 1012M OOS 10;57.31 VP BUILDINGS, INC. AiSC CATG. MB CERTIFIED COVER SHEET Orlando Annulli and Sons, inc. CUSTOMER Birch Mountain Earthworks LOCATiO14 South Windsor, Connecticut PROJECT Birch Mountain Earthworks BUILDERS PC# 1888 FILENA6IE. i?viUS01275-CS1 CSE1.°.•r;: IVI (41 ',x ,:,7 W . ?_16P N S M�t, ��c� IJOB # MR050127641 DATE 6 10/26/2005 VIA BUILDINC43 DRAWN /CHECK VP OAT• -"- PAGE .�.•� VFC VERSION r21i BUILDERICONTRACTOR RESPONSIBILITIES FIRE CODE COMPLIANCE VP BUILDINGS CERTIFICATIONS VP Buildings follows the guidelines as outlined in the RISC and MBMA Codes of Standard Practice. VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern. It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order. Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern. VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for usq by others to obtain permits, approvals, and coordinate with other trades. The Builder or AIE firm are responsible forthe overall project coordination, including coordination with appropriate Inspection and testing agencies. All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or AIE firm. CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides. VP Is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. The Builder Is responsible for accurate setting of anchor bolts (+-1I8" accuracy), erection of steel, and required alignment such that components are straight and plumb per MSMA Code of Standard Practice. Out of stralghtness for any member shall not exceed 11300. The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria. The builder Is responsible for designing, supplying, locating and installing temporary supports and bracing during erection of the building. VP bracing Is designed for code required loads after budding compietlon and shall not be considered as adequate erection bracing. Se VP Builder Memo 4BM-006. EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft. of VP's building. Loadings of both buildings may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or loading of existing b[.uildings. BRACING Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while tightening brace rods so as not to cause accidental or misalignment of components. All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles It may be necessary to support the rod at mid -bay by suspending it from a secondary member. Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts. Equipment bracing and suspension connections must not Impose torsion or minor axis loads, or cause local distortion in any VP components. VP accepts no responsibility for design or Installation of bracing systems not furnished by VP. FIELD WELDING All field welding shall be done at the direction of a design professional, and done In accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding yariatiosi jpen[nn.a 'Unless L11 -.,.I-.. fnl__i grated. other aC approved, Llje ClVK51 y{eia, iow hydrogen eiectrodes. The contractor shall provide for any special welding inspection as required by code. DELIVERIES It Is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays. Per VP Builder Memo #BM-001, claims for damage or losses MUST be noted on the Bill -of -Lading or delivery receipt and Bled against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant) under the Uniform Commercial Code. It Is critical that damages or loss be noted on the Bill -of -Lading or you have little recourse with the carrier. Immediately upon delivery of material. material quantities are vprinpd by tha Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier Is responsible for material shortages against quantities billed on the shipping document If such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For materials concealed In bundles, boxes, or crates, shortages must be reported Immediately upon unpacking. Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to YSrc�vl a ei: iraann wF trannori mnicfllro ,.... v �.-.v .n, .c., ax.;�e. vl nl asrM VY I+IVIVLY{ 4. SEALANTS Sealants shall be applied In strict accordance with VP details or weather tightness will be compromised. Sealant must be applied In temperatures and weather conditions consistent with labeling. Butyl Sealants - Service Temperature Range (Degrees): Min -40F (40C); Max 20OF (104C) Tape sealants - Service Temperature Range (Degrees): Min -60F (-60C); Max 212F (100C) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper Isolation frorn the VP buiiding has been provided to avoid structural damage due to differential movements, or Inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the independent mezzanine. It is the responsibility of the project design professional and builder to ramniv Lvith lnrni t;rp enrip ramaInt;­ including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any special requirements to be furnished by VP. SSR roof fire tested to ASTM E108.93-Class A rating. VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1606.2). VP SSR steel roof systems are available for FM Class 1 fire rating. UL 263 approved fire rated assemblies listed as Design No. P266, P268 and P516. FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer, This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this structure beyond what is specified forthis building In the contract documents. VP Buildings, Inc. accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure. Per VP Builder Memo #BM-001, if the builder Intends to Invoice VP Buildings for modifications in excess of $1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation :...thin 30 days of the building completion. Claims submitted without work authorizations, or after 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping I cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement. CONCRETEIMASONRYiCONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to be provided by contractor. PANELS Oil canning is an inherent characteristic of cold formed steel panels. It Is the result of several factors that Include Induced stresses In the raw material delivered to VP, fabrication methods, installation procedures, and post Installation thermal forces. Thru fastened panels will exhibit some dimpling when Installed, especially when insulation is Installed between panels and secondary supports. Dimpling can be minimized by careful Installation, taking care not to over drive fasteners. Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place. Ali panels experience this action to some degree, especially with concealed clip panels such as SSR and SLR. Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of 3 inch thick blanket Is recommended over steel secondary members, or 2 inch over substrates. Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels and is not grounds for rejection of panels. SKYLIGHTS VP's Tuflltes and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. ft.. area, as well as uniform gravity and uplift load test. Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department, RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements. VP Is not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required forthe required rain Intensity at the building perimeter and at valley conditions to prevent ponding. STEEL SHOP COAT i I— F141F000 VI V r- a oriup codL 15 to provide protection for the steel members during transportation, during temporary job site storage and during erection. Standard shop formulation Is not designed to perform as a finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that If a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat. See VP Builder Memo #BM-001 & #BM-002. NOTE: CRICKET ON CANOPY The design of the cricket on the canopy is Not By VP Buildings. NOTE: FRAME AT LINE 9 NOT BY VP BUILDINGS The frame at Line 1 is Not By VP Buildings. VP Buildings is not providing any support mechanism for the frame at Line 1. it must be designed to resist lateral and vertical loading per the governing building code, including snow drifting from the higher portion of the building. The purlin clips are to be field located and bolted to the frame rafter. The fasteners to the frame are Not By VP Buildings. NOTE: PLYWOOD ON MEZZANINE VP Buildings is not responsible for the design or performance of the plywood tapping on the mezzanine. The required joist spacing has been provided to VP Buildings and it has been provided at that spacing. THE VP ENGINEER'S SEAT, APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFOR14ANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN! IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PLANT SPECIFIC CERTIFICATIONS Alabama a ornaMissouri o. C-6folina Wlsconsin exlca RISC MB Cert. MB Cert. MB Cert. MB Cert. MB Cert. Ma Cert. IAS FA-377 FA-240 FA-388 FP,-376 FA-378 CSA-AS60 VPBULO VFSUIO CWB Div. 1 Div. 1 Los Angeles, CA Div.1 Div.1 Houston, TX Approved Riverside, CA Type 1 Fab #S P02-0028 I Clark Co., NV Fab ID# 241 San Bernardino Co, CA Fab ID#121 I — ICC Evaluation Reports SSR Roof System - #ER-6621 Panel Rib Roof and Wall - #ER4879 Vee Rib Wall - #ER4879 State of Florida Product Approval (Listed as VP Buildings) Dade Co. Product Certification SSR Roof NOA#03-0206.13; Panel Rib Roof NOA#02-0123.08; Panel Rib Wall NOA#02-04187.01; Vee Rib Wall NOA#01-1128.05 Underwriter's Laboratory Approvals SSR Roof-UL#TGKX-113; SSR Composite Roof Class SO-UL#fTGi4X-113A; SSR Roof w/Super Block Class SO-UL#TGKX-328; Panel Rib Roof UL Class GO-UL#TGKX-60; Panel Rib Roof UL Class SO-UL#TGKX-64; VP SLRIAEP SL Roof Class 90-UL#TGKX-60 Factory Mutual Approved Assemblies SSR Roof Systems are approved In various type applications and listed in FM Approval Guide. 24 Ga SSR (0.0227" Nominal), Is available In Class 1-60, 1-76,1-90. 22Ga SSR (0.0277" Nominal), is available in Class 1-76, 1-90-, 1-120. VP Buildings, inc. 3200 Players Club Circle Memphis TN 38126 LATE I BY I DESCRIPTION NTS OF 0ONC J . O q CO No, 21662 ICENS �SS/OiVAL Erection Notes Orlando Annulli and Sons, Inc. Birch Mountain Earthworks - - South Windsor, Connecticut PROJECT Birth Mountain Earthworks ---d 1a8B FILV AME 'J'f1D507 a7a-0101=1.vac CTPHU�ILDINGS VARCOPRU^EN VFC'VERS!O?J �.2. VIOS01275-01 10128?c005 I GRAYIY.'CY.ECK DAT 1012512005 10:57.32 OQ- 4 3'-4" 3 1'-8" 2 3'-Olt 1 I -Q:' Dimension Key _0 N N I 0 I 0 O #--10'-0" 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. THE VP ENGINEER'S SEAL, APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 15'-0" 3'-4" " � 23'-4 700'-0„ ANCHOR BOLT PLAN Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD OUAUTY WORKMANSH IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 3 ' - 4 " 1 r'' .•� 0ti�rc�e. No.21662 O<\ 4�C17 NS'�--p ONAIL VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38126 ANCHOR BOLT PLAN CATE et DESCRIPTION "U'LUER 'oa4 Orlando Annulli and Sans, Inc. CUSTOVER W0501275-01 Birch Mountain Earthworks DATE LOC;.n�ri South Windsor, Connecticut 10125/2005 PROJECT P BUILDINGS CRAVVvCNECK Birch Mountain Earthworks DAT RU:LCERS PC— NTS 10/2512005 ID:57:34 FILEr:::'r vfflE01275-01OE1.vpc Note: Callen From ate evat -(z> ate 1 evat, 11" 278mm 11" 279mm } E E RfP ¢ CY - M E - E _ b E C + O Dim.X - E O E _ { r a r Qlm. X o 3" 3112" E 3" 3112" E 1 2 112" 2112" in I 04 mm E9mm 1r +y 76 64mm 64mm FL i � m 89mm I ) I I _ - _-_ 2112" 2112" 2112" ?.112" i n i0 Turned 90 64mm Il— 64mm F L 64mm '( -�4mm FL :he Frame Line. 3/4 Dia. A36 A.Bolts D?_ (4)3/4" Dia. A36 A.Bolts - D3-(4)3/4" Dia. A36 A.Bolts D4 (4)3/4" Dia. A36 A.Bolts D5 (4)1" Dia. A36 A.Bolts .on=100'-0" Plate W=8'- L=11" Elevation=100'-O" Plate W=8" L=1'-1" Elevation=100'-0" Plate W=8" L=1'-0", X=4 3/4" Elevation=99'-4" Plate W=9" L=1'-1" j Elevation=100'-0" 11-01, f-- 21i2" (64mm) 1/2" (13mm) DIAMETER` CONCRETE ANCHORS I i\\\��\\\Y I F M\\ I 3osmm PROJECTION (U.O.N.) Itvu t k3Y VP)q _I L, I -L 10pening Width + 5' (127mm) BOTTOM OF COLUMN ►awl VARIES I- Framed Opening I E > h BASE PLATE ELEV. g �, E BOTTOM OF M E a �� r". COLUMN BASE PLATECl I + z to I- (Opening Width + 9" (229mm) 1 o z 1 1/4" OPENING WIDTH 1 1/4" Walk Doorwl Suva Frame 32mm 32mm STD = 1/2" (13mm) i L 2 M" 2112" NOTE: 1" (25mm) PROJECTION ABOVE FLUSH = 0" (Omm) ; `U, Gomm 64mm FL BOTTOM OF JAMB CLIP I �Opering Width+41rX(114MM) I TYPICAL ANCHOR Walk Doorw10 Sub Frame TYPICAL COLUMN Dia. A35 A. Bolts BOLT PROJECTION FRAMED OPENING DETAIL BASE PLATE DETAIL 1 FRAMED OPENING AT MASONRY on=100'-0" .-_.._.....- - --...- - - _ _ 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT. 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WALL NOT FIT. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. Finished Floor Elevation=100'-C" (Unless Noted Otherwise) REfMNS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 SHALL NOT SE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REv acre BY GscRiPneN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWILREFERENCED THIS IS DRAWING, ALL APP6ABLE VP EREDETAILS CTION AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 101261200E 90:57:S1'> l� a� C 01v y� j0,�� va ° No.21662 &NNAL S ANCHOR BOLT PLAN m DETAP4_8 Orlando Annulii and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut PROJECT Birch Mountain Earthworks BU'.LC--rS FO: lase F:LENat. E III0501Mr010El.vpc rOB I" IMOSO1275-01 DATE 1012512005 P BUILDINGS cRn,tirir.�, cx vas ro FRucL^+ DAT PAGE VFC VERSION. 3.2f 4 o- o-o- CBX001 r O' 0 x ' - CBX002-- bj 03gQ 03 -- CBX003 10'-0" I O 0 x m a , 41 o-o- 1 1'-0" Dimension Key H , 0 x ' w - CBX005.- 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. CX003 TCx002 I i TCX001 CX005 I i I CX006 CX007 H a J/03gp,.J � + 1 4 03gA2 �0 I � I I � 03Ry„2 [] TCX003 I 0 o a 03 O me x m a a " + I � � � I 0 I I EITCX004 o CX002 o CX004 CX006 CX007 x x 5,-0" i 15'-0" 23'-4" 23'-4"- 22'-4" 100'-01, -- THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. PRIMARY AND ROOF BRACING PLAN VP Ref: Shape Name = Birch Mountain REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WrTHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS ALL PU�ABLE VP ERECTION GUIDES IS DRAWING, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. CX008 CX008 CON k co + z 9 No.21662 ASS/ONA<_ E��\ VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 PRIMARY AND ROOF BRACING PLAN DATE I BY 10126/2005 DESCRiPTior: 1 Orlando Annulli and Sons, Inc. CUSTOMER Birch Mountain Earthworks LOCATION South Windsor, Connecticut PROJECT Birch Mountain Earthworks BUILDERS POz NTS 1888 10:67:36 FILENAME VAPS01275-010E1.vpc -_ VW0501275-01 DATE 10/2512005 P BUILDINGS ORAv'%'' FC:< VARCO-PRXE11 DAT PAGE VPC vERS!oN 5.2f 5 `Frame Member Schedule Part Mem. Width Thick RBX003 1 6" .5000 2 6" .5000 RBX004 3 6" .5000 4 6" .5000 RBX005 1 5" .1875 2 5" .1875 3 5" .1875 4 5" .1875 5 5" .1875 6 5" .1875 RBX006 7 5" .1875 8 5" .1875 9 5" .1875 10 5" .1875 11 5" .1875 12 5" .1875 EPX001 13 6" .3125 EPX002 14 7" .3750 EPX003 15 7" .5000 EPX004 16 7" .3750 EPX005 17 6" .3125 r�7 Webthk .1875 .1875 .1875 .1875 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1875 .1875 .1875 875 T 75 (J>A325 Bolt Connection & Plate Schedule Depthl Depth2 Approx. Lgth Id Qty Bolt BOIL Plate Rows Rows 1'-0" 1'-0" 10'-6 1/4" Dia. Length Thick. Out In 1'-0" A 4 1/2" 1 1/2" 3/8" 1 1 1'-0" 1'-0" 10'-9 15/16" 1'-O" a G u V ?/ATT J/S 7 t IA" G 1/9" cfn" J/0' a t n G 0'-9" 0'-9" 31'-7 3/8" C 4 3/4" 2" 3/8" 1 3 Or_gn 0'-9f, 0'-9" 0'-91, 0'-9" Or-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 31'-10 3/8" 0'-9" 0r-91, 0'-9" 0'-91, 0'-91, 0,-911 0'_911 0'-9" 0'-91, O'-9" 10" 10" 14'-10 9/16" 10" 10" 20'-6 3/4" 10" 10" 24'-2 3/4" 10" 10" 17'-6 3/4" 10" 10" 14'-1.0 9116" Q 5. _.. 0 0 0 Frame Clearances Tension Washer Vert. ClearanceVert. Clearance at member 14(EPX002): 20'-5 9/16" Bolt Vert. ClearanceVert. Clearance at member 16(EPX004): 171-5 9/16" Vert. ClearanceFinished Floor Elevation = 100'-0" (Unless Noted Otherwise) I-7 17'-O" 11'-0" 22'-0" 8'-0" 60' -0" CON FRAME CROSS SECTION AT FRAME LINE(S) 2 OF J. �������F r.• CST 7 2 @ 4'-9 13/16" CO 3? 6 1' -0"� ' Z 5 13' - 4 " 4 3 1/16" 9 No. 2i662 3 2 @ 2' -1 11/16" 0" Z/CENSE� �CAN 2 2 @ 2' -1 5/8" S/Ot�lAI- ENS` 1 I'-8 13/16" Dimension Key VP Ref: Shape Name = Birch Mountain Wall 4, Frame 2, Shape = Birch Mountain Wall 8, Frame 1 I. USE 1/2 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38126 FRAME CROSS SECTION AT FRAME LINE(S) 2 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME REQUIREMENTS SPECIFIED BY VP. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE ANY OTHERPURPOSE OSELD ITH UT PRIOR WRITTEN Rcy w rE sr DESCftIPTiOttJos BUILDER Orlando Annulli and Sons, Inc. 11 OR DESIGN OF ANY OTHER PRODUCT CUSTOMER {NI0507275.01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Birch Mountain Earthworks DATE EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING 1N CONFORMANCE WITH THIS LOCATICt1 South Windsor, Connecticut i0l2512005 pRnwwcH cK FORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ALLAPPLI�ABLE VPERECTION GUIDES, PROJECT AND INDUSTRY STANDARDS PERTAINING TO PROPER BirchMauntainEaithworks vnRcBUILN DAT ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO: -- PAGE BRACING. NTS 1888 VPCVERSIV4 5.2f 6 10/2612005 11:44:07 FILENAME W1050127WOE1.vpc - ;Frame Member Schedule Part Mem. Width Thick. Webthk Depthl CBX006 1001 5" .1875 .1345 9" CX002 1 6" .3750 .1875 1'-0" RBX007 2 5" .3125 .1345 1'-0" 3 5" .1875 .1345 1'-0" 4 5" .1875 .1345 1'-0" RBX008 5 5" .1875 .1345 1'-0" 6 5" .1875 .1345 1'-0" 7 5" .3125 .1345 1'-0" Cx003 8 6" .2500 .1875 1'-0" TCX001 9 T 7.0 x 7.0 x 0.25 7" TCX002 10 T 7.0 x 7.0 x 0.25 7" �_5'-0" 10 5'-3 1/4" 4.000:12 9 26'-0" 8 2 @ 1'-7 11/16" 7 3'-6 3/4" 6 3 1/16" 5 2 @ 4'-9 13/16" 4 1'-8 13/16" 3 3'-10" 2 8 1/2" 1 10'-0" Dimension Key 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. T ;A325 Bolt Connection & Plate Schedule Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension 9" 5'-9 5/16" Dia. Length Thick. Out In Bolt 1'-0" 15'-9 1/2" A 6 3/4" 2" 1/2" 2 1 1'-0" 29'-9 3/4" B 8 3/4" 2 1/2" 3/4" 2 2 1'-0" C 4 3/4" 2" 3/8" 1 1 -0" D 8 3/4" 2 1/4" 5/8" 2 2 30'-1 9/16" E 4 1/2" 1 1/2" 3/8" 1 1 1'-0" 15'-9 9/16" 7" 21'-7 9/16" 7" 21'-7 7/16" 1 i r ko C' tD O O N N ca _. �.�.`fy,...}�..., W Frame Clearances Washer Horiz. Clearance between memher-s 1(cx0n91 nnH Arrxnn-A)• 541--7" Vert. Clearance at member 1(CX002): 14'-9 1/4" Vert. Clearance at member 8(CX003): 14'-9 1/4" Vert. Clearance at member 9(TCX001): 20'-9 1/4" Vert. Clearance at member 10(TCX002): 20'-9 1/4" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 1 1 99'-4" 99'-4" 0'-01, 20'-0" 60'-0" THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. FRAME CROSS SECTION AT FRAME LINE(S) 3 VP Ref: Shape Name = Birch Mountain Wall 8, Frame 2 REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANS IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS ALL APPLICDETAILS REFERENCED IN ABLE VP ERECTION GUIDES, THIS DRAWING, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. L. S, 1/2" 0'-0" VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTIOft it NTS 10/25/2005 10:57:49 601 �F CON& J. Oq C'T Z �1r 9 NO. 21662 °X, e,�ENSEo �SS1ONA4 SAC'` FRAME CROSS SECTION AT FRAME LINE(S) 3 Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 FILENAV.E. W10501275-01OE1.rpc W10501275-01 DATE 1012512005 P BUILDINGS DRA .—H.ECK VARCOPRUCEu DAT PAGE %x VERS1C,` 5.2f 7 ( )Frame Member Schedule Part Mem. Width Thick. Webthk Depthl CBX003 1001 5" .1345 .1345 9" CX004 1 6" .2500 .1875 1'-0" RBX009 v✓ 7 G F71 .J 1) .GJVV 9 •] A C .17 .`1j I. n.. .L'-V" 3 5" .1875 .1345 1'-0" 4 5" .1875 .1345 1'-0" RBX010 5 5" .1675 .1345 1'-0" 6 5" .1875 .1345 1'-0" 7 C," .� 1Jcnn .GJVV 10A0 .1J@J t t n" .L-V CX005 8 6" .2500 .1875 1'-0" TCX003 9 T 7.0 x 7.0 x 0.25 7" TCX004 10 T 7.0 x 7.0 x 0.25 7" �-5' -0'I 10 5'-3 1/4" 4.000:12 9 26'-0" 8 2 @ 1'-7 11/16" 7 3 1/16" 6 2 @ 4'-9 13/16" 5 1'-8 13/16" 4 3'-6 3/4" 3 3 1/4" 2 8 1/2" 1 10'-0" Dimension Key 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURUN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER. T 'A325 Bolt Connection & Plate Schedule Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows 9" 5'-9 5/16" Dia. Length Thick. Out In 1'-0" 15'-9 5/8" A 6 3/4" 2" 3/8" 2 1 1'-0" 29'-9 3/4' B 6 3/4" 2" 1/2" 2 1 1'-J" C 4 3/4" 2" 3/8" 1 1 D 4 1/2" 1 1/2" 3/8" 1 1 1'-0" 30'-1 5/8" •I 1 - O TI 1 ° -0- 1'-0" 15'-9 5/8" 7" 21'-7 9/16" 7" 21'-7 7/16" Frame Clearances Tension Washer Horiz. Clearance between members l(CX004) and 8(CX005): 56'-7" Bolt Vert. Clearance at member l(CX004): 14'-9 1/4" Vert. Clearance at member 8(CX005): 14'-9 1/4" Vert. Clearance at member 9(TCX003): 20'-9 1/4" Vert. Clearance at member 10(TCX004): 20'-9 1/4" Finished Floor Elevation = 100-0" (Unless Noted Otherwise) 4 . -0 C c Cq � N N ! C 4 _ N `' CC 1-1 99'-4" 99'-4" 20'-0" 60'-0" FRAME CROSS SECTION AT FRAME LINES) 4 VP Ref: Shape Name = Birch Mountain Wall 8, Frame 3 s2 , [immix THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY V P . THE VP ENGINEER'S SEAL DOES APPLY TO THE PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 3200 Players Club Circle Memphis TN 38125 REV DATE ev DESCRIPTION OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR ANDIOR ERECTOR 1S SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLI6ABLE VPERECTION GUIDES, OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. — AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY NTS BRACING. 10/2512005 10:57:50 T (2)FB2064 C 0 LO LO I of CORl1�� co i-v U CO 1 x No.21662 ASS/ONAL FRAME CROSS SECTION AT FRAME LINE(S) 4 Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 FILEPIAME W10509275-010E1.vpc JOB a 00501275-01 CATE 10/25/2005 DINGS cRAwri,?-0< #VA1TRC0-PRU0P4 DAT PAGE VPC VERS!GN 5.2f 8 II -)Frame Member Schedule Part Mem. Width Thick. CX006 1 5" .3750 RBX011 2 5" .3750 3 5" .1875 RBX012 4 5" .1875 5 5" .3750 CX006 6 5" .3750 III N 0 0 I to c H LO r- � A325 Bolt Connection & Plate Schedule Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension dasher .1875 1'-0" 2'-7" 16'-0 5/8" Dia. Length Thick. Out In Bolt .1644 2'-7" 1'-0" 29'-0 1/16" A 10 3/4" 2 1/2" 3/4" 3 2 .1345 1'-Olt !I —Orr B 4 3/4" 2" 3/8" 1 1 .1345 1'-0" 1'-0" 29'-0 1/8" .1644 1'-0" 2'-7" .1875 1'-0" 2'-7" 16'-0 5/8" T (2)FB4024 O Ln M CI N A•DDD 5, _U I - 0 " FRAME CROSS SECTION AT FRAME LINE(S) 5 V S1'0 Frame Clearances Horiz. Clearance between members 1(CX006) and 6(CX006): 53'-5" Vert. Clearance at member 1(CX006): 13'-7 1/2" Vert. Clearance at member 6(CX006): 13'-7 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) I - 7 1/!>.. lV O M U N wn' o 1 M Q. u 0 (2)FB4024 o CON "N � 6 26'-0" cj � Z ..� Y`r 5 3 1/16" 4 2 @ 4'-9 13/16" 0 No' 21662 3 l'-8 13/16" �XSS;G'Et�tS 2 3'-6 3/4" 1 8 1/2" ON I - Key _]Dimension VP Ref: Shape Name = Birch Mountain Walt 8, Frame 4 1. USE 112 X 1112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO THE STORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. $ UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Prayers Club Circle Memphis TN 381215, FRAME CROSS SECTION AT FRAME LINES 5 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME REQUIREMENTS SPECIFIED BY V P . SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAI, DOES NOT APPLY TO THE PERFORMANCE APPROVALROFUVP BUILDINGS PRIOR WRITTEN REv DATE BY DESCRIPT)Of� BUILDER Orlando Annulli and Sons, Inc. JOIIa OR DESIGN OF ANY OTHER PRODUCT CUSTON.ER W1050i275-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Birch Mountain Earthworks DATE EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCH�tOM South Windsor, Connecticut 10/2512005 [�tAvtr cN_cx FORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ALLAPPLI�ABLE VPERECTION GUIDES. PROJECT P eaiot"DiN�s AND INDUSTRY STANDARDS PERTAINING TO PROPER Birch Mountain Earthworks VARCOPRUD77 DAT ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BVILO`RSPOO PAGE NTS 1888 VPCVERSON 5.2f 9 10/2512005 10:57:52 FILE11AME Wi050127541OE1.vpc ;Frame Member Schedule Part Mem. Width Thick. CX007 1 5" .3750 RBX013 2 5" .3750 RBX014 4 5" .1875 5 5" .3750 CX007 6 5" .3750 t2 6 26'-0" 5 3 1/16" 4 2 @ 4'-9 13/16" 3 1'-8 13/16" 2 3'-6 3/4" 1 8 1/2" :.'Dimension Key (,A325 Bolt Connection & Plate Schedule Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer .1875 1'-0" 2'-7" 16'-0 5/8" Dia. Length Thick. Out In Bolt .1644 2T-7" 1'-0" 29'-0 1/16" A 10 3/4" 2 1/2" 3/4" 3 2 .1345 1'-0" 1'-0" B 4 3/4" 2" 3/8" 1 1 .1345 1'-0" 1'-0" 29'-0 1/8" .1644 1'-0" 2'-7" .1875 1'-0" 2'-7" 16'-0 5/8" T 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURUN TO FRAME, GIRT TO FRAME, AND GIRT TO CUP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER, 4.000 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FOR14ANCE REQUIREMENTS SPECIFIED BY VP. "5 YRAME C;RUSS SECTION AT FRAME LINE(S) 6 VP Ref: Shape Name = Birch Mountain Wall 8, Frame 5 REMAINS THE PROPERTY OF VP BUILDINGS, IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN; IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Frame Clearances Horiz. Clearance between members I(CX007) and 6(CX007): 53'-5" Vert. Clearance at member l(CX007): 13'-7 1/2" Vert. Clearance at member 6(CX007): 13'-7 1/2" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION it NTS 1012612005 10:57:54 T 24 0 1 M I r OF CONAI, V% S • O,q t- w 4 --a Na. 216112 /CENSEO ASS/0NAL FRAME CROSS SECTION AT FRAME LINE(S) 6 Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 W10501275-0100.vpc VW050127541 DATE 10/2512005 P BUILDINGS c nvec:c �cK VARCOQPRUOEN DAT PAGE VPC VERSIOU 5,2f 10 (;Frame Member Schedule Part Mem. Width Thick. CX006 1 5" .1875 RBX015 2 5" .1875 3 5" .Ia (J 4 5" .1875 5 5" .1875 RBX016 6 5" .1875 7 5" .1875 8 5" .1875 9 5" .1875 CX008 10 5" .1875 EPX006 11 5" .2500 EPX007 12 5" .2500 Webthk .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 .1345 T �A325 Bolt Connection & Plate Schedule Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer 10" 10" 14'-11 9/16" Dia. Length Thick. Out In Bolt 9" 9" 31'-7 1/8" A 4 1/2" 1 1/2" 3/8" 1 1 9" y" B 4 3/4" 2" 3/8" 1 1 9" 911 9" 9" 9" 9" 31'-7 1/8" 9" 9" 9" 9„ 9" 9" 10" 10" 14'-11 9/16" 10" loll 21'-2 3/8" 10" 10" 21'-2 3/8" O O N 0'-0" A•ODD: 5.— 0 0 ,n �n 0 0 N N 1- S1`0 Frame Clearances Horiz. Clearance between members 1(CX008) and 10(CX008): 56'-11" Vert. Clearance at member 1(CX008): 14'-11 3/4" Vert. Clearance at member 10(CX008): 14'-11 3/4" Vert. Clearance at member 11(EPX006): 21'-1 9/16" Vert. Clearance at member 12(EPX007): 21'-1 9/16" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 0'-01, _ 20'-0" 0'-0" O N 1 N r, ' 1 CONE FRAME CROSS SECTION AT FRAME LINE(S) 7 OF Oq Chi �J CO6 26'-0" 43 5 3 1/16" No.21662 4 2 @ 4' -9 13/16" O � �ss�ONAL���`� 2 3'-6 3/4�6" 1 8 1/2" i Dimension Key VP Ref: Shape Name = Birch Mountain Wall 8, Frame 6 1. USE 112 X 1 1/2 A325 SNUG TTGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, FRAME, GIRT TO FRAME, AND GIRT TO CUP CONNECTIONS ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING FRAME CROSS SECTION AT FRAME LINE(S) 7 1.SLO•t" REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE. ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 3200 Players Club Circle Memphis TN 38126 SIDE OF THE WEB AS THE HILLSIDE WASHER. THE VP ENGINEER'S SEAL DOES APPLY TO THE. PERFORMANCE ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. REv DATE By DESGRIPTIOtJ GULDER Orlando Annulli and Sons, Inc. .roB itNOT OR DESIGN OF ANY OTHER PRODUCT cusron+ER 1MO501275-01 DATE OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Birch Mountain Earthworks EXCEPT TO ANY DESIGN OR PER RESPONSIBLE FOR ACCURATE, GOOD QUALITYWORKMANSHi IN ERECTING THIS BUILDING W CONFORMANCE WITH THIS LOC^T'a� South Windsor, Connecticut 10/2512005 Duvn+.�Ecrc FORhiANCE REQUIREMENTS SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, PROJECT p BUILDINGS AND INDUSTRY STANDARDS PERTAINING TO PROPER Birch Mountain Earthworks VARCO PRUCEN DAT ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO: PAGE BRACING. NTS 1$88 VPC VERSION 5.21 11 10125/2005 10:57:55 FILErM"S W10501276-OiCEI.vpc Frame Member'chedule Part Mem. Wi'z-h Thick. Webthk Depthl CBX001 1001 5" .1345 .1345 9" 'A325 Bolt Connection & Plate Schedule Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer 9" 51-9 5/16" Dia. Length Thick. Out In Bolt A 4 3/4" 2" 3/8" 1 1 5 5'-3 1/4" 4.000:12 4 3 1/16" 3 2 @ l'-7 11/16" -)4 11--Ru13bkE1T 1 10'-0" Dimension Ke., 1. USE 112 X 1 112 A325 SNUG TIGI"EKED BOLTS FOR PURUN TO FRAME, GIRT TO FRAME, AND CRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. 2. SLOT REINFORCEMENT PLATENEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLJE WASHER. a% THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. 5'-0" ENDWALL CANOPY BEAM LOCATED AT B, C, G, K, L (Typ.) VP Ref: Shape Name = Birch Mountain Wall 5, Frame 1 REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN: IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38126 a CON/Vcc 40 4,5 k G CO No. 21662 OA' </CEN5E'D �<c, S'9/ONAL ENDWALL CANOPY BEAM LOCATED AT E, C, G, K, L (Typ.) REV DATE BY DESCRIPTION — Orlando Annulli and Sons, Inc. CUSTOMER Birch Mountain Earthworks it LacnrloN South Windsor, Connecticut PROJECT Birch Mountain Earthworks RS POs BUILDE NTS 1888 10/25/2005 10:57:39 FILENAME W10501275.010E1:rpc JOB 9 00501275-01 DATE 1012512005 gP ILDINGS�Awri-CHECK RU7EN DAT PAGE VPC VERE" 5.2f 12 Part Mark Key 1 PC27 2 GFA106 (I } SSR Fi-xPci Clin T.nr+ai-i^n Sag Angle Schedule Td Qty Mark No Spacing 1 48 SA4116(X-ing) 4'-9 13/16" 1 2 2 16 SA1102(X-ing) 1'-7 11/16" 3 2 SA1066 l'-8 13/16" See SED: BR09A4 for installation 5'-0" See SED: BR09A5 for installation Non-Std Secondary Part Schedule Part Thick. Depth Lap 001T1303617 0.0590 8 1/2" 0'-0" OOlU1002317 0.0590 8 1/2" 0'-0" 002T1109117 0.0590 8 1/2" 0'-0" 002U1202317 0.0590 8 1/2" 0'-0" 003T1611216 0.0650 8 1/2" 1'-6" 003U2208717 0.0590 8 1/2" 0'-0"{q }— 004T1410517 0.0590 8 1/2" 1'-0" 004U1011415 0.0730 8 1/2" 0'-0" 005T2200415 0.0730 8 1/2" 3'-0" 006T2107117 0.0590 8 1/2" 1'-0" 007T1011413 0.0920 8 1/2" 0'-0" OOBTIO11413 0.0920 8 1/2" 0'-0" 01U1411417 0.0590 8 1/2" O1-0" OIU1908517 0.0590 8 1/2" 0'-0" 40T1604017 0.0590 8 1/2" 1'-0" 40T1903317 0.0590 8 1/2" 1'-0" 44T1804016 0.0650 8 1/2" 3'-0" 44T1908616 0.0650 8 1/2" 3'-0" 0 0 LO Y 14'-0" �. 15'-0"— 23'-4" �. 22'-4" I0'-0" 100'-0" ROOF SECONDARY PLAN 2 1'-0" 1 1/16" ?_'Dimension Key VP Ref: Shape Name = Birch Mountain, Shape = Birch Mountain, Shape = Birch Mountain, Shape = Birch Mountain, Shape = Birch Mountain 1. UNLESS NOTED, USE 112 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. BRACE TO PURLIN CONNECTIONS. VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. Rey DATE sr oEscRiPTioN ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. oR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS FORMANCE REQUIREMENTS SPECIFIED DRAWING DETAILS REFERENCED IN THIS DRAWING, BY VP. ALL APPLItrABLE VPERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING, NTS 10/25/2005 10:58:01 ROOF SECONDARY PLAN Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 V005G12754I1 OE1.vpc OF CON No. 21862 �a (L��CEnS�r10 `�k• /n A 1 A JOB z WI0501275-01 CATE 10/2512005 P BUILDINGS CRAVO-HECIK VA T01PPRUDEN DAT PACL- vPC V<R51QN 5,2f 13 0-M o- /-1 0 �r o I F4 �10' -0" 1 1'-O" i_,iDimension Key 1. UNLESS NOTED, USE 112 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. CX003 CX005 W414111 cxoo7 CX008 I I z I i I � I ti ! I f 1 I i i I i 1 I � i I TCX004 I i Mezzanine 2 @ 11/0/0 Floor Type 1 Non -Composite i Loading Type Storage Mezzanine Category Partial Floor Bracing Category Unbraced Top of Floor 11'-0" Total Thickness of Deck + Topping 1" Top of Joist I 10'-11" i Min. Clearance from Floor to Rafter 9'-5" Min. Clearance from Floor to Joist 0'-0" 1 Floor Dead Load 6.00 psf Floor Live Load 125.00 psf Not Reducible Coll. Load: 5.00 psf i Partition Load: 0.00 psf Floor Live Load Deflection 360 TCx003 Floor Dead + Floor Live Deflection 240 ' H I I I i i I i I i I 1 a I 1 1 I I I (Typ.) CX002 CX004 CX006 CX007 15' -0" 23' -4"_ I. 23' -4" 22' -4 100'-0" THE VP ENGINEER'S SEAL APPLIES ONLY TO THE STORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FOR13ANCE REQUIREMENTS SPECIFIED BY VP. MEZZANINE JOIST PLAN VP Ref: Shape Name = Birch Mountain REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWINALL APPLGI6ABLE VP ERECTION GUI DES, DRAWING, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DATE I BY 1 OFSCRIPTION NTS 0 0 x a w CX008 MEZZANINE JOIST PLAN Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 FiLPMME W10501275-010E1.vyc J • 0.1 Chi CO No. 2 i 662 40 e� �ss�ONAL. 1M0501275.01 DATE 1012512005 P BUILDINGS -AW -HECK VARCO PRUDEN DAT PAGE VPCVERSION 5.21, 1 14 10125l2005 10:58:03 )Part Mark Key 1 JBC1 2 DH0305017 3 001G0300017(Typ.) 4 DHO605017 5 GC4 6 GC111 7 01CO708417 8 01C0705417 9 02GO300017 10 002GO600417 11 01GO600417 12 001G0300017 am Non-Std Secondary Part 001G0300017 002GO600417 nn3G77nn317 Part Schedule Thick. Depth 0.0590 8 1/2" 0.0590 8 1/2" Lap 7'-9 1/2" �• 6e_rJrr 7'-9 1/2" I22' -01, Ham 5'-3 1/2" 6' -7 "— 1'-0" Z7'-0" T 8 1'-3 1/2" SECONDARY ELEVATION AT 2 CON 7 2'-3 1/2" �_ " `- O�4 6 3 5 �' 5 3'-3 1/2" ��� t7 � ids 4 4' —011 s 3'-5 1/9" 10" No. 21662 1 1'-0" 0 </ '0 CFNSE Dimension Key ��`S/0 _ VP Ref: Shape Name = Birch Mountain, Wall = 5 NAL E'er` 1. UNLESS NOTED, USE 112 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, R TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, ONLY TO THE WORK PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. JAMS AND HEADER CONNECTIONS. VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING SECONDARY ELEVATION AT 2 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 320D Players Club Circle Memphis TN 38125 SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN REV DATE er DESCRIPTION BUILDER= Orlando Annulli and Sons, Inc. JOB AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. PRIOR AUTHORIZATION IS PROHIBITED. OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP CUSTOMER Birch Mountain Earthworks WI0501275 01 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DaTE 1012512005 EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD RUAUTY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS T1OR FORMANCE REQUIREMENTS SPECIFIED BY VP. DRAWING DETAILS REFERENCED 1N THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, South Windsor, Connecticut PROJECT PBUILDINGS DRAW111CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER Birch Mountain Earthworks VARCO1PRUDEN DAT ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BVLDERS POd PACE NTS 1888 va°VERSION 5.2f 15 10125/2005 10:58:09 FILEUV,IE Wl054127"1OE1.vpc - ',Part Mark Key 1 GCC072084 2 GFA106 2 3'-6 3/4" 1 _.__. Dimension Key ,� 2 N 0 t 0 r C Part Mark Key 1 JBC1 2 GCC072084 3 DH0305017 4 01G0409417 5 008J0701617 6 GFAI06 5 3' —4" 4 3'-5" 3 3'-6 3/4" 2 3 1/4" 1 1'-0" Dimension Key i Oq i160, 0G1601017 I I I i PARR 30G2405017(Typ.) 40G2506417(Typ.) 40G2506417(Typ.) 80 n40G1702417(Typ.) 1 40GI504417 i 1 r' 8' 'Conctete Wall 2'-4" � 23'-4" � 23°-411 100'-0" SECONDARY ELEVATION AT A Non-Std Secondary Part Schedule Part Thick. Depth Lap 006G2107417 0.0590 8 1/2" 11--0" 007G2405017 0.0590 8 1/2" 1'-0" 2 � k '-9 1/2"--�---�--�-5'-9 1/2" 5'-0" �M 23'-4" 23•-4" 22'-411 100'-0" SECONDARY ELEVATION AT M co >i? 7- No. 21662 /CENS�� �w /n m a , V-- THE VP ENGINEER'S SEAL APPLIES A INGS-_. •"emu=. _. •�. _•����_P BUILDINGS- REMAINS THE PROPERTY OF VP BUILDINGS_ VIA Btll(I�1ngS, Inc. ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING SECONDARY ELEVATION AT A & M REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 3200 Players Club Circle Memphis TN 38126 THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOB a NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. REV DATE av DESCRIPTIIXI Orlando Annulli and Sons, Inc. OR DESIGN OF ANY OTHER PRODUCT CUSTOMER VOOSO1275-01THE OR COMPONENT FURNISHED $Y VP GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Birch Mountain Earthworks DATE EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 10/25/2005 FOP14ANCE REQUIREMENTS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLIbABLE VP ERECTION GUIDES, South Windsor, Connecticut PROJECT P BUILDINGa ORAWtLCNECK SPECIFIED BY VP. AND INDUSTRY STANDARDS PERTAINING TO PROPER Birch Mountain Earthworks vARcoPRUD=_tt OAT ERECT10N, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS Pos P„cE BRACING. NTS i888 VPOVERS?ov 1012512005 14:10:03 PILVt AME W1050127"I OE1.vpc _,)Part Mark Key 1 JBC1 2 DiI1 3 GCC072084 4 GC111 5 01G0600017(Typ.) 6 004G0305417(Typ.) 7 007JO707617 8 DH0304017 9 005GO600017 10 01G0600017 11 GFh.106 5 21-0" 4 31-4" 1'-8" 2 7 1 •_Q" 1 331.-Q" ,Dimension Key Non-Std Secondary Part Schedule Part Thick. Depth Lap 004GO305417 0.0590 8 1/2" 005GO600017 0.0590 8 1/2" 1. UNLESS NOTED, USE 112 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEET S. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED, 60 lD 12 ' - 0 "— - (M izi--� 19 • - 0 " -- ---All I I I ----- 12 , _ 0 " p THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. O t -()" 4'-0" SECONDARY ELEVATION AT 7 VP Ref: Shape Name = Birch Mountain, Wall = 7 REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT SE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORFUAANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPL16ABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 DATE I BY I DESCRIPTIV.1 NTS 0'-0" Care/V� J Oq G7 �441 t- No.21662 �u'3/ONAl- SECONDARY ELEVATION AT 7 Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthwarks 1888 WI050i 275-8Y 10E1 xpc yC8 e TBU2W10501275-01 DATE 10/23/2005 ILDIn�t3aS SCRAWIMH.ECK VARCO-PRUDEN rDAT PAGE VP'- VERSION 5 2f � I e 012,512035 o:5a:12 Covering Schedule Id Qty Length #440 6 10'-5 1/4" #441 6 10'-5 1/4" *386 50 31'-4" 0309 50 31'-7 1/2" #428 5 5'-9" #429 3 5'-3 1/4" #430 2 2'-1 1/4" #431 15 5'-9" #432 1 51-9n it' 433 2 4'-8 3/8" *434 1 11 1/2" #435 1 4'-8 3/8" 41436 16 5'-1 1/4" Oper. Code:2=SQ,SQ Finish:K=KXL Color:LG=Leaf Green Trim Schedule Type Gage OP Fin. Color Id Parts SSR 24 2 K LG T1 SRCF06,SRCF10,SRCM06,SRCM10 SSR 24 2 K LG T2 SRCF06,(10)SRCFI0,SRCM06,(10)SRCM10 SSR 24 2 K LG T3 RFRIO,RKCIO,RKFIO,RSBIO,RSCIO,STCIOA SSR 24 2 K LG T4 (2)HVS01077L,HLP101,VFL101 SSR 24 2 K LG T5 EF12B,RFRI0.SETI0B.TA1.4 SSR 24 2 K LG T6 EA4L,PRF1 -'- SSR 24 2 K LG T7 S20060242KLG,(2)HVS01077L,(2)HVS01077R,HLP104 SSR 24 2 K LG T8 (2)HVS01077R,HLP101,VFL101 SSR 24 2 K LG T9 EF20B,EF16B,(4)RFR10,(3)SETI0B,SET05B,(2)TA14 SSR 24 2 K LG T10 RFRIO,RKCIO,RKFIO,RSBIO,RSCIO,STCIOA SSR 24 2 K LG Tll EF20B,EF16B,(4)RFR10,(3)SETI0B,SET05B,(2)TA14 SSR 24 2 K LG T12 EA4L,PRF1 SSR 24 2 K LG Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick. Facing BLK1 25 IB 36'-0" 36'-0" 6.00 PS BLK2 25 IB 34'-0" 34'-0" 6.00 PS Starter Width= 4'-011, Interm. Width= 4'-0", End Width= 4'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type:IB=Fiberglass Blanket frC )--- Facing:PS=Polypropylene Scrim Kraft, Standard Duty Ice Damming Conditions Exist - The SSR roof on this project has been detailed for a UL90 rating Construction #113 - (Field Repair Fastener) (1 bags) #55308 #17-14xl" S.S. Roof Fastener 2 2'-0" Starter Panel (Cut Dim. = 1 1'-0" Starter Panel (Cut Dim. = (Dimension Key 1. PRE -DRILLING 118 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION 1S PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 4. FOR PR PANEL, PRE -DRILLING OF SIDELAP FASTENERS REQUIRED DUE TO THE ABSENCE OF A PURLIN BEARING EDGE. SEE SED RC0387. mGr14 �1()' —0fr THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. Color Match Roof Color Match Roof Color Leaf Green Leaf Green T e a f Green Leaf Green Match Roof Color Leaf Green Leaf Green Leaf Green Leaf Green Leaf Green 00'-0" ROOF COVERING PLAN Details RC34A7,RC34H1,RC34H3,RC34H4 RC34A7,RC34Hl,RC34H3,RC34H4 RClOA3,RC3OA4 RC71A1,RC71A5,RC71A7,RC71A8,RC71A9,RS71A1,RS7'lA2 RC03A2,RC3iAV RC38A2 RC70A1,RC70A2,RC70A3,RC7OA4,RC7OA5,RC70A7,RC70A8,RS7OAl,RS70A-2,RS7OA4 RC71Al,RC71A5,RC71A7,RC71A8,RC71A9,RS71Al,RS71A2 RC03A2,RC31A6 RClOA3,RC3OA4 RC03A2,RC31A6 RC38A2 VP Ref: Shape Name = Birch Mountain, Shape = Birch Mountain, Shape = Birch Mountain, Shape = Birch Mountain, Shape = Birch Mountain REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE; WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GODD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS ADRAWINGLLL PL16DET LS ERECTIONy GUIDES IS DRAWING, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38126 REV DATE By DESCRIPTIDN NTS ;. 441 3 No. 21662 CsN5�4 S/ONA>-E� \ Orlando Annulli and Sons, Inc. CUSTO :'^R - Birch Mountain Earthworks LCVAT I V 4 South Windsor, Connecticut PROJECT Birch Mountain EarthwofUss SUIDEP.S PCt 1888 VA05012F5 01 DATE ,q 10/2512pD5 P BUILrJINGS OFiAY:tt rcK VARC*-PRUCEN DAT PAGE Vx VERS oN 6.2f 1 a 10f25!2005 10:68:14. F,_E71AVE Yt'050127541QE1 rpc Trim Schedule Id Parts Color Tl(3)RFR10,RKCI5,RKC10,RKF16,RKF10,(3)RSB10,(3)RSC10,(3)STC10ALeaf Green T2 PPC4,SRR4 Leaf Green Details RC10Al,RC30A9 RC34H5,RC34H6 1. IA'ALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3, PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCH 1IONS, ANWOR SECONDARY STRUCTURAL BEAMS T T T2 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF A14Y OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. COVERING ELEVATION AT 1 VP Ref: Shape Name = Birch Mountain, Wall =1 REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 MITE I BY I CESCRIPTION NTS V� CONIVt, F (S) co No. 21652 J �•�s�0 N A I- COVERING ELEVATION Aff I Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut PROJECT Birch Mountain Earthworks 1888 V110501275-01 CE1. upc W10501275di5 LATE 1012512005 P BUILDINGS CRAVJi-SCK VARCC-FRUiEN DAT PACE V Z'V-..RSION 10/2512005 1 0:58:22 Trim Schedule Id Parts Trt EF12B,RFRl0,SETl0B,TA14 Q 0 i 0 Color Details Leaf Green RC03A2,RC31A6 T1 Open 0' -0" COVERING ELEVATION AT D THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORtlANCE REQUIREMENTS SPECIFIED BY VP. y I Trim Schedule I Id Parts T1 EF1213,RFR10,SET10B,TA14 0 0 REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND10R ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANE IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING OETAILS REFERENCED IN THIS DRAWING, ALL AP ABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. T1 Open Color Details Leaf Green RC03A2,RC31A6 COVERING ELEVATION AT F VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV GATE BY DESCRIPTIM �I NTS 1012512005 14:13:07 Q� SON co No. 21602 ZONAL [IffolY f' h BUILDER Orlando Annulli and Sons, Inc. cusro:+ER Birch Mountain Earthworks LO'a,TIO."1 South Windsor, Connecticut PROJECT ' Birch Mountain Earthworks 1888 WJ501275-61 Oi1.voc va W 050127"s-01 DATE _ 10I2512005 P BUILDINNG3—vazc�=_ci VARCO PRUL01 DAT VAC VFRS!O.`J PAGE 5.2i 2*p Covering Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction #358 10 VR 13'-5 1/41T 26 1 K EW 1'-0" T.cfi- a-., D4..1.4- C+..,.... T,_..,. — — �•••,. •• .•., i...�yaa a. L' i Vltl rCtix #359 10 VR 81-8 1/2" 26 1 K EW Left to Right From Peak 4361 2 VR 71-3 1/4" 26 1 K EW 1'-0" Right to Left From Peak #362 1 VR 131-5 1/4 TT 26 1 K EW Right to Left From Peak #363 1 VR 1 1/411 26 1 K EW Right to Left From Peak #364 2 VR 13'-0 3/4" 26 1 K EW Right to Left From Peak #365 1 VR 121-2 3/4" 26 1 K EW Right to Left From Peak #366 1 VR 14'-3 3/4" 26 1 K EW Right to Left From Peak #367 1 VR oT A ;in" .� I/ -1Lo 1 It EW Right to Left From Peak . #368 1 VR 11'-10 3/4" 26 1 K EW Right to Left From Peak #369 5 VR 81-5 1/4f1 26 1 K EW 1'-0" Right to Left From Peak #370 1 VR 9 1/4" 26 1 K EW Right to Left From Peak #371 1 VR 71-11 1/4" 26 1 K EW Right to Left From Peak #372 2 VR 8'-8 1/2" 26 1 K EW Right to Left From Peak #373 2 VR 11'-8" 26 1 K EW Right to Left From Peak Oper. Code:l=SQ,SQ Finish:K=KXL Color:EW=Egyptian White Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick. Facing BLK1 I IB 16'-0" 4.00 PS BLK2 1 IB 13'-OTT 4.00 PS BLK3 9 IB 14'-0" 61-0" 4.00 PS BLK4 1 IB 131-0" 4.00 PS BLK5 2 IB 10'-0" 10'-0" 4.00 PS BLK6 2 IB 13' -OTT 13 T —OTT 4.00 PS BLK7 1 IB 10T-0'T 4.00 PS BLK8 2 IB 13T-OTT 131-0" 4.00 PS BLK9 1 IB 131-OTT 4.00 PS BLK20 1 IB 16'-O" 4.00 PS BLK11 I IB 31-0" A 4.00 PS BLK12 2 IB 151--0" 3'-On 4.00 PS BLK13 1 IB 12T-OTT 4.00 PS BLK14 I IB 121-0" 4.00 PS BLK15 1 IB 3'-0" 4.00 PS BLK16 5 IB 101-0" 6T-OTT 4.00 PS BLK17 3 IB 13'-0" 13'-O" 4.00 PS BLK18 1 IB 131-0" 4.00 PS Starter Width= 4'-0", Interm. Width= 3'-0", End Width= 3T-011 Location =Outside Secondary Structural Direction =Across Secondary Structural Type:IB=Fiberglass Blanket Facing:PS=Polypropylene Scrim Kraft, Standa VP Ref: Shape Name = Birch Mountain, Wall = T14 . T10-3'-3 BLK18 (3)BLK17 15 BLK14 BI i -9 1/2 "___+3' -2 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBrTED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. Trim Schedule Id Parts Color T1 BWA0207,(2)BWT110,ELTAI0,ELTA05,(8)CLA1051R,1CLE3R,CLA1101R,Match (2) RFR10, (2) RHCOIO, RHM200007, (2) RHS10, TAIO T2 BWA0207,(2)BWT110,ELTAIO,ELTA05,(8)CLA1051L,1CLE3L,CLA1101L,Match (2) RFR10, (2) RHCOIO, RHM200007, (2) RHSIO, TA10 T3 171 RCLI n 17 ) RFR10 4 Details Roof Color RC15A1,RC52Al,RC80A2,RC80A3,RC8OC1,WC15Al,WC52B2 Roof Color , , ( } RKC15, RKClO, ( 4 ) RKF16, (7) RSB10, (7) RSC10 Leaf Green T4 (3)BWA0207,(3)BWC20,(5)BWT110,(5)LTA10,(5)SWRTA4 Match Roof Color T5 DFIO,JTIO T6 DF(15, HTRfIS Egyptian White T7 TDFHO5 Egyptian white T8 DF10,JT07 Egyptian White T9 (1.5)AFTI6,CTE16 Egyptian White TIO (1.3)BG2,(3)BT1O Match Wall Color T11 80625 Egyptian White T12 PPC4,SRR4 Leaf Green T13 BSI,GGC4,MCCI,PRFI Leaf Green T14 EA4L,PRF1 Leaf Green Leaf Green 13 (2)BLK124 1/2"+3'-2 1/2"1___�_6'-9 T12 BLK11 BLK2 1J2"---1- 60'-OT1 COVERING ELEVATION AT 2 VP Ref: Shape Name = Birch Mountain, Walt = 5 RC15Al,RC52Al,RC8OA2,RC8OA3,RC8OCl,WC15A1,WC52B2 RCIOAI,RC30AI,RSIOGI,WCIOA2 RC03A2,RC14FI,RC34H4,RC50HI,RC51A6,RC51G2,WC14Al,WC5OB2 WC24BI WC24B2 WC24B4 WC24B1 WC20B2 EN52Bl,RC00A1,WCOlA3,WC04Bl,WS27A2,WS27C2 RC52A3, RC52A5, RC53A4 RC34H5,RC34H6 RC38A1 RC38A2 BLK9 ()BLK6 LK3 BLK7 i I �� (2)BLK5 2'�' �(2)BLK8�BLR9 30' -0" REMAINS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN; IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38126 10/2512005 DATE 1 BY € DESCMPTI6N NTS 10,58:26 13 COVERING ELEVATION AT 2 Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 WID50127"I OE1.vpc n ,. �ONN� No. 21662 A4 w Q't` NSti� gam WI0501275-01 DATE 10125/2005 P BUILDINGS-AWNICHcCK VARCO-FRUCEN DAT PAGE ��S;G4 5.2f 21 Covering Schedule Id Qty Type Length Gage OP Fin. Color *415 33 VR 12'-11 5/8" 26 1 K EW Oper. Code:l=SQ,SQ Finish:K=KXL Color:EW=Egyptian White Direction Left to Right Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick. Facing BLK1 1 IB 14'-0" 4.00 PS BLK2 32 IB 14'-0" 14'-0" 4.00 PS Starter Width= 4'-0", Interm. Width= 3'-0", End Width= 3'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type:IB=Fiberglass Blanket Facing:PS=Polypropylene Scrim Kraft, Standard Duty VP Ref: Shape Name = Birch Mountain, Wall = 6 1i F Trim Schedule Id Parts T1 (1.5)AFTI6,CTE15 T2 (5)BG2,(10)BT10 T3 (5)EF20B, (10)RFR10 T4 EA4R1PRF1 Color Details Match Wall Color WC20B2 Egyptian White EN52BI,RCOOAI,WC01A3,WC04B1.WS27A2,i�7S27r2 Leaf Green RC03A2,RC31AI,WC04Bl,WCllA1. Leaf Green RC38A2 T - T3 �i i 1 I 1 3 i I i t 1 1 (33)##415 I I I i i 1 I T2 i 8" Concrete Wall,' BLKI (32)I3LK2 I i 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION, 3. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN .AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP. 10 0 ' - 0 COVERING ELEVATION AT A VP Ref: Shape Name = Birch Mountain, Wall = 6 RE?MNS THE PROPERTY OF VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE WDIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKIAANSHII IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 REV DATE BY D£SCRiPTIC, NTS CON xz 3. y No.21662 O� <�cENS�O NAL COVERING ELEVATION AT A BU,LDER Orlando Annulli and Sons, Inc. CUSTO :!ER Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 ,VQ50127a41 QE1: apc JOB : MOSO1275-01 CAT=- M%l 2p— pq Cf1yt ��99p��tt//ee 1012512003 P BUIlV6JRGS CPAVJfL�RECC VARCO•FFUCE'+ DAT ?4.;E c vtRs cv 6.27 j 22 1012512005 10:58:23 Covering Schedule Id Qty Type Start Length 0416 2 VR 121-0 3/411 #417 2 VR 201-7 1/4" #418 3 VR 8'-0 3/4" #419 3 VR 15T-7 1/4" *420 2 VR 121-0 3/4" #421 2 VR 201-7 1/4" #422 3 VR 81-0 3/411 #423 3 VR 151-7 1/411 Oper. Code:l=SQ,SQ Finish:K=KXL Color:EW=Egyptian White Insulation Schedule (Install Id Qty Type Start Run BLK1 1 IB 14'-0" BLK2 1 IB 13'-0" BLK3 2 IB 22'-OTT BLK4 3 101-V"BLK5 1 20'-01, BLK6 1121-0" JIB BLK7 1 151-0" BLK8 1 IB 14'-011 BLK9 1 IB 131-0" BLK10 2 BLK11 3 ELK12 3 Starter Wi( Location =t Direction = Type : IB=Fil Facing:PS=l VP Ref: Shy 0 � r Gage OP Fin. Color Increment Direction 26 1 K EW 1'-0" Left to Right 26 1 K EW 11-011 Left to Right 26 1 K EW 11-0" Left to Right 26 1 K EW 11-0" Left to Right 26 1 K EW 1'-0" Right to Left 26 1 K EW 11-0" Right to Left 26 1 K EW 1T-0" Right to Left 26 1 K EW 1T-()" Right to Left in same direction as Covering) Last Run Thick. Facing 4.00 PS 4.00 PS 211-0" 4.00 PS 81 -011 4.00 PS 4.00 PS 4.00 PS 4.00 PS 4.00 PS 4.00 PS Trim Schedule Id Parts From Peak Ti (7)RCL10, (7)RFR10, (4)RKCI5,RKC10, (4)RKF16, (7)RSB10, (7)RSC10 From Peak T2 DF14,JT14 From Peak T3 DF12,HTS12 From Peak T4 DF14,11TS14 From Peak T5 DF10,JT07 From Peak T6 DF05,HTS05 From Peak T7 (1.5)AFTI6,CTE16 From Peak T8 (0.9)BG2,(2)BT10 T9 BSI,GGC4,MCCI,PRF1 T10 PPC4,SRR4 T10 C oiOr Detali:i Leaf Green RC10Al,RC30Al,RSl0Gl,WC10A2 Egyptian White WC24B1 Egyptian White WC24132 Egyptian White WC24B2 Egyptian White WC24131 Egyptian White WC24B2 Match Wall Color WC20B2 Egyptian White EN52B1,RCOOAI,WCOlA3,WC04B1,WS27A2,WS27C2 Leaf Green RC38A1 Leaf Green RC 3 4 H 5, RC 3 4 H 6 (3)BLK12 (3)BLK11 (2)BLK10A BLK9 BLK8 BLK1 BLK2 (2)BLK3� (3)BLK4 BLK5 BLK6 BLK7 71-0" 121-Ott 4'-0" -- 14'-0" _ « E 4 10 12'-0" 11-8"3`-4" 2'-0"� 60'-0" COVERING ELEVATION AT 7 VP Ref: Shape Name = Birch Mountain, Wall = 7 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AN DIOR SECONDARY STRUCTURAL BEAMS VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE V P ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. 3200PlayersClubCircle Memphis TN 38125 REv onrE ar DEscRiPnor+ THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORK►JANSHI IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS qLL� PPL,6DE AILSE VP ERECTION REFERENCEDIN T, IS DRAWING, SH AND INDUSTRY STANDARDS PERTAINING TO PROPER OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP . ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS 10/2512005 10:68:29 COVERING ELEVATION AT 7 Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut PROJECT Birch Mountain Earthworks BUR DERS PO: 1888 F tEtME. %Ma501275-010EI.Vpc o CON a. Oq f C/) ' 1, fro. 21 s62 \�s'9/ONAL ice a W10501275-01 DATE lnrzs1ao05 BUILDINGS DRAW UCHECK ',RCO-PRUDFN DAT PAGE V11C\1SRS;0N 5.2f 23 Covering Schedule Id Qty Type Length #424 9 VR 3'-9 5/8" #425 7 VR 8'-8 1/21' P426 2 VR ll'. —8" #427 24 VR 121-11 5/8" Oper. Code:1=SQ,SQ Finish:K=KXL Color:EW=Egyptian White Gage OP Fin. Color Direction 26 1 K EW Left to Right 26 1 K EW Left to Right 26 1 K EW Left to Right 26 1 K EW Left to Right Insulation Schedule (Install in same direction as Covering) Id Otv Type Start Run Last Run Thick. Facing BLKI 1 IB 6'-0" 4.00 PS BLK2 1 IB 10'-0" 4.00 PS BLK3 2 IB 13'-0" 13'-0" 4.00 PS BLK4 8 IB 6t-0" 6'-0" 4.00 PS BLK5 6 IB 10'-0" 10'-0" 4-00 PS_ BLK6 24 IB 14'-0" 14'-0" 4.00 PS Starter Width= 4'-0", Interm. Width= 31-0", End Width= 31-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Tvpe:IB=Fiberglass Blanket Facing:PS=Polypropylene Scrim Kraft, Standard Duty VP Ref: Shape Name = Birch Mountain, Wall = 8 Q Trim Schedule Id Parts T1 (2) BWA0207, (2) BWC20, (3) BWT110, (3) LTA10, (3) SWRTA4 T2 DF10,JT07 T3 DF'05,Hl.'S05 T4 (4.7)BG2, (10)BT10 T5 (5)EG204,(10)PCA10B,(51.6)STR4 T5 Color Details Match Roof Color RC03A2,RC14F1,RC34H4,RC5OHl,RC51A6,RC51G2,WC1 Egyptian White WC24B1 Egyptian White WC24B2 Egyptian White EN52B1,RCOOAI,WCOlA3,WC04Bl,WS27A2,WS27C2 Leaf Green RC03A2,RC32Al,RC38E2,RC61A6,WC04B1,WCllA1 60 (9)#1424 I I I I I T1 (24)11427 I T3 9425 ! (6)#425 T3 (2) #€426 ± i H; H: N N k T4-5'-9 1/2" i ! T4-25'-9 1/2" / 0 f f N 8!" Concrete. Wall /% ,'' /%' ,• f r r / / l / / %,' / / r lr,�` BLK2 t I-f;2) -($)BLK4 (6)BLK5 1. (24)BLK6 I I 35'-0" 3'-4" 61'-8" 1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 3. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED G1RTS, GIRT LAP LOCATIONS, ANDIOR SECONDARY STRUCTURAL BEAMS THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VIA AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP. 10113M W COVERING ELEVATION AT M VP Ref: Shape Name = Birch Mountain, Wall = 8 rid/•`I.FI 211Il4t1INCR IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN' IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38126 DATE I BY I DESCRIPTION NTS �F CONi��, co No. 21662 �s%910NAL COVERING ELEVATION AT M Orlando Annulli and Sons, Inc. Birch Mountain Earthworks South Windsor, Connecticut Birch Mountain Earthworks 1888 FiLENAVE IM0501275-010E1.Ypc VV[0501275.01 DATE 1012512005 P BUILDINGS I DRAW -HECK VARCOPRUOEt� DAT PAGE `17;; VFRS:O.'1 5.2f 24 1012512005 10:68:31 GENERAL NOTES: A: GENERAL THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO SATISFY THE INTENT OF THIS PROJECT. DRAWINGS ARE SCHEMATIC ONLY AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PREMISES PRIOR TO SUBMITTING HIS BID PRICE TO ENSURE THAT HE IS AWARE OF ALL JOB CONDITIONS AND HAS INCLUDED IN HIS PRICE EVERYTHING REQUIRED. B. EXAMINATION OF SITE 1. BEFORE COMMENCING THE WORK, EACH CONTRACTOR IS HELD TO HAVE FULLY INFORMED HIMSELF AS TO ALL CONDITIONS UNDER WHICH THE WORK IS TO BE CARRIED ON, OF WHAT WILL IN ANY WAY AFFECT THE WORK UNDER HIS CONTRACT, AND TO HAVE COMPARED SAME WITH THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS PROPOSAL. 2. COMMENCING OF WORK WILL BE CONSIDERED AS EVIDENCE THAT AN EXAMINATION HAS BEEN MADE. NO ALLOWANCE WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF ANY ERROR ON HIS PART, DUE TO HIS NEGLECT TO COMPLY WITH THE REQUIREMENTS OF THIS CLAUSE. 3. COMMENCING OF WORK WILL BE CONSIDERED PRESUMPTIVE EVIDENCE THAT THE CONTRACTOR IS CONVERSANT WITH LOCAL FACILITIES AND DIFFICULTIES, THE REQUIREMENTS OF THE DOCUMENTS, AND OF PERTINENT STATE OR LOCAL CODES, STATE LABOR AND MATERIAL MARKETS, AND HAS MADE DUE ALLOWANCE IN HIS BID FOR ALL CONTINGENCIES. NO COMPENSATION WILL BE ALLOWED BY REASON OF ANY DIFFICULTIES WHICH THE BIDDER COULD HAVE DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. C. SUBSTITUTIONS IF ANY CONTRACTOR FINDS THAT ANY MATERIAL OR METHOD OF CONSTRUCTION SPECIFIED OR SHOWN ON THE PLANS CANNOT BE OBTAINED OR USED AT THIS TIME, OR IF HE WISHES TO PROPOSE AN ALTERNATE NOT LISTED IN THE SPECIFICATIONS, HE IS REQUESTED TO STATE WITH HIS PROPOSAL WHAT ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION HE PROPOSES TO US. HIS BASE BID SHALL BE FIGURED ON THE SPECIFICATION DATA AS ISSUED BY RUSSELL AND DAWSON AND ANY LIST OF PROPOSED SUBSTITUTIONS SHALL INCLUDE THE AMOUNT TO BE ADDED TO OR DEDUCTED FROM BID. D. MATERIALS AND WORKMANSHIP ALL MATERIALS USED THROUGHOUT THE JOB SHALL BE NEW, FIRST QUALITY, AND OF HIGH GRADES SATISFACTORY TO THE OWNER. ALL WORKMANSHIP SHALL BE HIGH GRADE IN ACCORDANCE WITH THE TEST PRACTICE FOR THE TYPE OF WORK PERFORMED. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY PORTION OF THE WORK IN CASE THE MATERIAL OR WORKMANSHIP IS NOT OF SATISFACTORY QUALITY AND THE CONTRACTOR SHALL REPLACE SAME WITH ACCEPTABLE WORK AT HIS OWN EXPENSE. E. CODE CONFORMANCE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, DEPARTMENT OF BUILDING OF THE CITY, OSHA AND ALL OTHER LOCAL, STATE, AND NATIONAL CODES WHICH APPLY. NOTHING ON THIS DRAWING SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODES. F. GUARANTEE 'II ' "a �'—FAOE OF STONE VENEER AND FDN LINE i METAL BUILDING LINE 2" C 15'-011 15'-O" -%�I A" 100'-2" 23'-4" I3'-0 x 6'-511 ��` ; ' �\ 5'-O x bl_ 11 HOLLOW RE WOOD DOOR I I i HOLLOW ORE WOOD DOOR IO' I 11 - SHOP � _ Q 5ERVIOE RESTRM SINK SEE LA"- SOALE PLAN THI5 SHT. I \ 5 M X 2X6115T5 OVER TOILET ROOMS (8'AFF) 07w 5/4" WOOD DECK, 5/8" GYP. (�EILIN65 I I w.s I Q I FRONT COLUMN — — — — O I — DOOR I I TO SHOP I / BU51 NE55 FF I E 5'-0 X 7'-O HOLLOW METAL DOOR o / / RECEPTION 8 x 11 II I & X I CONFERENCE OFFICE 2 ALL INTERIOR O*ICE 17 x 12 I — �I PARTITIONS AND F1NI15E5 FUTURE MEZZANINE (FUTURER BY 011*ER) orl - -ii STAIR (BY OWNED I I o U I n I COPY/BREAK UP Iq R • 6.q5" , d FILES OFFICE I 16 x II I , I 1 / / I PASS. DOOR i/IV --- LINEoPRoot=ovEw-IA —---------- FIRST LEVEL PLAN SCALE: 1/8" = 1'-0" A SHOP AREA Ile 3'-Ox7'0 PASS. PIP/1 I I _ I I � 12' X 14' O.H. DOOR 14' X 14' O.H. DOOR I I - I I n 1112' X 14' O.H. DOOR YNAk%LL T`I'PE5 5/8" WATER RES. GYP BOARD IN TOILET ROOM 3-5/8" 20 GA. STUDS TO 8' BATT INSULATION 5/8" GYPSUM BOARD 9-1 /4" 1. THIS CONTRACTOR SHALL GUARANTEE THAT THE INSTALLATION I __ I — i ' SHALL FULFILL EACH AND EVERY REQUIREMENT OF THESE _ _ So'-o" _ _ _ 1 /2" WATER RES. GYP BOARD SPECIFICATIONS, AND SHOULD THEY FAIL IN ANY WAY TO DO SO, H m m pNll ' W-2 THAT HE WILL, WITHOUT ADDITIONAL COST TO THE OWNER, 8" 20 GA. STUDS I �I I 3" SOUND BATTS PROVIDE WHATEVER ADDITIONAL MATERIAL AND/OR LABOR AS s/4" 6 PL DECK ON 5/8" WATER RESISTANT GYP NECESSARY TO CORRECT THE FAULT AND TO COMPLY WITH THESE 5TE BAR ISTS 2S P5F LU CI I REQUIREMENTS. P +II'-O" P IST OOR -II 1 2. ALL WORK FURNISHED UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST DEFECTS IN WORKMANSHIP OF MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE WORK. 3. NOTHING IN THIS SPECIFICATION SHALL BE CONSTRUED TO RELIEVE THIS CONTRACTOR FROM MAKING GOOD AND PERFECT WORK IN ALL USUAL DETAILS OF CONSTRUCTION AND HE WILL BE HELD RESPONSIBLE TO PROVIDE ALL MATERIAL AND BEAR ALL EXPENSE INCIDENT TO THE SATISFACTORY COMPLETION OF THE WORK EMBRACED HEREIN. G. CLEANING UP AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL WASTE, RUBBISH, AND OTHER MATERIALS LEFT AS A RESULT OF HIS OPERATIONS, AND LEAVE THE PREMISES IN CLEAN CONDITION. MEZZANINE PLAN SCALE: 1/8" - 1'-0" 4-7/8" W-3 5/8" GYP BOARD 3-5/8" 20 GA. STUDS 16" OC 3-1/2- INSULATION 5/8" GYP ACE OF FOUNDATION I OF FOUNDATION I -I " TYPICAL TOILET ROOM ELEVATION5 4 AOOE55ORIE5 5/8"=1-10' TOILET ROOM PLAN 1/4" = 1'-0" ALL DIMENSIONS TO FACE OF FINISH WALL TOILET AOCE555OR 1 E5 A SWING -UP 61R.A5 BAR BOBRICK 5-401015 B 56" GRAB BAR 505RICK 13-5806 x 56 C 42" GRAB BAR BOBRICK 8-5606 x 42 D PAPER TOWEL DISPENSER 50BRICK 8-262 SURFACE MOUNTED E 15" X 56" MIRROR BOBRICK 5-165 1856 F TOILET ROLL HOLDER BOBRICK 8-7685 6 CALL FOR AID SWITCH WITH PULL CHORD 12" MAX AFF TYPICAL NOTE5: I. PROVIDE SOLID WOOD BLOCKING, AS REQUIRED FOR ALL GRAB BARS AND ACCESSORIES. 2. INSULATE EXPOSED SUPPLY AND DRAIN LINES BELOW SINK. S. COORDINATE MOUNTING, HEIGHT OF REAR GRAB BAR WITH THE SW1N&-UP GRAB BAR (55" MIN. TO 56" MAX). BUILDING GODS D,4T,4 (Icil�h BOGA) USE GROUP: NON -SEPARATED MIXED USE B 5U51NE55 and 5-1 5TORA6E MODERATE HAZARD CONSTRUCTION TYPE: 515 UNPROTECTED BUILDING HEIGHT # AREA: PROP05ED AREA: 6,010 5F &ROUND FLOOR WITH qq0 5F MEZZANINE PROPOSED HEIGHT: I STORY 21'-0" (MIDPOINT OF ROOF SLOPE) *BUILDING 15 NOT SPRINKLERED TABLE 503: "B" 3 STORIES / 40' / 14,400 5F PER FLOOR ALLOWED "5-1" 2 STORIES / 50' / 5,400 5F PER FLOOR ALLOWED *PROPOSED 6,010 5F IS LESS THAN 6,400 SF ALLOWED (MOST RESTRICTIVE CASE) MEZZANINE AREA ALLOWED: 1/5 OF SHOP AREA = 4,200 SF / 5 = 1,400 5F ALLOWED (505.2) OCCUPANT LOAD (TABLE 1000.1.2 IST FLOOR OFFICE (B): 1,610 5F / 100 - A PEOPLE IST FLOOR SHOP (5-1) 4,200 SF / 500 ■ 14 PEOPLE MEZZ. AS OFFICE USE (B): qqO SF / 100 = 10 PEOPLE MEANS OF EGRE55: _ TOTAL: 45 PEOPLE IST FLOOR OFFICE AREA ONE EXIT PROVIDED FROM SPACE ALLOWED BY 1017.2 (OCCUPANT LOAD LE55 THAN 50 / COMMON PATH OF TRAVEL TO EXIT LESS THAN '159 EORE55 WIDTH PROVIDED: 66" / .2 = 540 PEOPLE FROM SHOP AREA: TWO REMOTE EXITS PROVIDED (TRAVEL DISTANCE LESS THAN 200' ALLOWED BY 1006.5) EGRE55 WIDTH PROVIDED: 66" / .2 s 550 PEOPLE FROM MEZZANINE ONE MEANS OF E6RE55 STAIR ALLOWED (505.5 AND 101'1.2) COMMON PATH OF TRAVEL 15 LE55 THAN 75' MEASURED TO THE BOTTOM OF STAIR E6RE55 WIDTH PROVIDED: 55" / .2 s 165 PEOPLE EGRESS STAIR WIDTH TO BE 44" (1014.5 56' MIN ALLOWED WITH LE55 THAN 50 PEOPLE) *MEZZANINE MAY BE ENCLOSED WITH MAX. OCCUPANT LOAD 10 PEOPLE (505.4) *MEETING ABOVE CODE REGUIREMENT5, FIRE 5EPARATION A55EMBLIE5 NOT REQUIRED BETWEEN USES EXTERIOR WALL5: NON -LOAD BEARING / Ohr RATING REQUIRED FIRE SEPARATION: DISTANCES GREATER THAN 16 TO SO' / Ohr RATING REQUIRED (705.2) ACCESSIBILITY, BUILDING SHALL MEET REQUIREMENTS FOR ACCESSIBILITY BY THE PHY51CALLY DISABLED (CODE STANDARD: IOC/ANSI A117.1 - I41g6) wwi—w—Ozw JOB NO : o5.►gq DATE : 1 I -05-05 SCALE: 1/8" - 1'-0" I DRAWN BY : SW.I ��>—cn—ozcn c- A: GENERAL FACE OF STONE VENEER AND FDN LINE FAGS OF FOUNDATION C THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL METAL BUILDING LINE 100 -2 '� 12" 42" Mo. CO. LABOR, MATERIAL AND EQUIPMENT NECESSARY TO SATISFY THE Co INTENT OF THIS PROJECT. DRAWINGS ARE SCHEMATIC ONLY AND I'- "" 24" 12" LC 23'-4" 22'-4" B IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PREMISES PRIOR TO SUBMITTING HIS BID PRICE TO ENSURE THAT �" q" F B A HE IS AWARE OF ALL JOB CONDITIONS AND HAS INCLUDED IN r-- 1 3 -O x b -8 ,�'-'�� ; '-'�� 3'-0 x 6'- 1 qw 3'-0 x -1' O g 1s" MIN s HIS HOL OW WOOD DOOR i HOLLOW 1 1 1 1 ORE WOOD DOOR PASS. D OR PRICE EVERYTHING REQUIRED. tRE I B. EXAMINATION OF SITE 10'tO"I 1 SHOP 1. BEFORE COMMENCING THE WORK, EACH CONTRACTOR IS HELD TO — Q i 0 \ ry I SERVICE RE5TRM.I SINK SEE LARbe`1F`�� SCALE PLAN THIS 5HT. I I n TYPICAL TO I LET ROOM ELEVAT I ON5 4 ACCE55OR I E5 5/8" = I -'O' ry Q 0 HAVE FULLY INFORMED HIMSELF AS TO ALL CONDITIONS UNDER 1 1 1 \ 5 M 5 12' X 14' I x 2X6 J 15T5 OVER TOILET ROOMS (8' AFF) O.H. DOOR WHICH THE WORK 1S TO BE CARRIED ON IOF WHAT WILL IN ANY I w 3/4" PI WOOD DECK, 5/6" bYP. GEILIN&5 I „ 8 CONCRETE KICKER WALL HIS CONTRACT AND HAVE WAY AFFECT THE WORK UNDER , COMPARED SAME WITH THE DRAWINGS AND SPECIFICATIONS I I rr•s 1 ' 1 8 " WET WALL F BEFORE SUBMITTING HIS PROPOSAL. - I Q I — — — FRONT DOOR — 1 �,O(-U I I U W 2. COMMENCING OF WORK WILL BE CONSIDERED AS EVIDENCE n 1 I I — .� Z O Zv THAT I TO SHOP I I = � � � �\ AN EXAMINATION HAS BEEN MADE. NO ALLOWANCE WILL I BU51NE55 FFI E 3 -0 x 'i -O 1 1 SHOP O P AREA 1 O.H. DOOR SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF 1 / HOLLOW METAL DOOR W-2 ANY ERROR ON HIS PART, DUE TO HIS NEGLECT TO COMPLY WITH THE I o / / = L� — Q IL RECEPTION 1 8 x II = � I I I - = N REQUIREMENTS OF THIS CLAUSE. _ n I II 3. COMMENCING OF WORK WILL BE CONSIDERED PRESUMPTIVE �, sn 1� I I<, EVIDENCE THAT THE CONTRACTOR IS CONVERSANT WITH LOCAL THE I CONFERENCE W --� ` —ail SERVICE FACILITIES AND DIFFICULTIES, THE REQUIREMENTS OF I 1 OFFICE 2 1 —_ 1 1 SINK N DOCUMENTS, AND OF PERTINENT STATE OR LOCAL CODES, 11 x 12 ALL INTERIOR OF�IGE�— 10 x II I I W-1 f2 STATE LABOR AND MATERIAL MARKETS, AND HAS MADE DUE PARTITIONS AND FINIISE5 (� _ r' '�_-= FU7U MEZZANINE �— -11 I STAIR (BY OWNER) I 12' X 14' I O.H. DOOR , mffi ALLOWANCE IN (FUTURER BY OWNER) -= (P �I HIS BID FOR ALL CONTINGENCIES. NO COMPENSATION WILL BE ALLOWED BY REASON OF ANY DIFFICULTIES WHICH THE BIDDER -- �_ _ 1 I 1 1 i i i TOILET ROOM PLAN I/4 = I -O M COULD HAVE DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO I -- Q — I -11 I I 4 I M BIDDING. 1 N ALL DIMENSIONS TO FACE OF FINISH WALL ' � 1 COPY/BREAK '� UP Iq R• 6.413" 1 1 1 lz C. SUBSTITUTIONS � OFFICE 9 FILES 16 x 11 ►a-s I O IF ANY CONTRACTOR FINDS THAT ANY MATERIAL OR METHOD OF CONSTRUCTION SPECIFIED OR SHOWN ON THE PLANS CANNOT BE I 101 x II 1 1 1 TOILET AGGESSSORIES Ll W OBTAINED OR USED AT THIS TIME, OR IF HE WISHES TO I A SWING -UP GRAB BAR BOBRIGK B-4�1a8 PROPOSE 1 / 3'-0 x i'-O L) B 96" GRAB BAR BOBRIGK B-5806 x 36 r W �/ / AN ALTERNATE NOT LISTED IN THE SPECIFICATIONS, HE IS I I PASS. DOOR C 42 6RA5 BAR BOBRICK B-58O6 x 42 �— REQUESTED TO STATE WITH HIS PROPOSAL WHAT ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION HE PROPOSES TO US. I // LINE of ROOF oVERH — — — — — — — — — — — �— — — — — — — — — — — — I FACE OF FOUNDATION D PAPER TOWEL DISPENSER BOBRICK 8-262 SURFACE MOUNTED V J HIS BASE BID SHALL BE FIGURED ON THE SPECIFICATION DATA AS FIRST LEA PLAN f�J Y I_ LAN E 18" X 56" MIRROR BOBRIGK 8-165 1556 F TOILET ROLL HOLDER BOBRIGK 5-1685 ow ISSUED BY RUSSELL AND DAWSON AND ANY LIST OF PROPOSED SCALE: 1/5" = 1'-0" W SUBSTITUTIONS SHALL INCLUDE THE AMOUNT TO BE ADDED TO OR 6 GALL FOR AID SWITCH WITH PULL CHORD 12" MAX AFF c�3 Q TYPICAL NOTES: DEDUCTED FROM BID. I. PROVIDE SOLID WOOD BLOCKING AS REQUIRED FOR ALL D. MATERIALS AND WORKMANSHIP 6R.AZ BARS, AND ACCESSORIES. 2. INSULATE EXPO5ED SUPPLY AND DRAIN LINES BELOW SINK. z ALL MATERIALS USED THROUGHOUT THE JOB SHALL BE NEW, FIRST 3. COORDINATE MOUNTING HE16HT OF REAR GRAB BAR WITH � QUALITY, AND OF HIGH GRADES SATISFACTORY TO THE OWNER. THE SWING -UP 6RAB BAR (55" MIN. TO 56" MAX). < � V ALL WORKMANSHIP SHALL BE HIGH GRADE IN ACCORDANCE WITH THE TEST PRACTICE FOR THE TYPE OF WORK PERFORMED. THE 5U I LD I N67 CODE DATA I cici6 50GA OWNER SHALL HAVE THE RIGHT TO REJECT ANY PORTION OF THE WORK IN p O Y�l A L L T I- p E 5 USE GROUP: NON-5EPARATED MIXED USE B 5U51NE55 and 5-1 5TORA&E MODERATE HAZARD CASE THE MATERIAL OR WORKMANSHIP IS NOT OF SATISFACTORY 1 CONSTRUCTION TYPE: 55 UNPROTECTED QUALITY AND THE CONTRACTOR SHALL REPLACE SAME WITH ACCEPTABLE WORK AT HIS OWN EXPENSE. m H ' I I 1 4-7/8" BUILDING HEIGHT d AREA: PROP05ED AREA: 6,010 5F &ROUND FLOOR WITH aa0 5F MEZZANINE PROPOSED HE16HT: I STORY 21'-0" (MIDPOINT OF ROOF SLOPE) �--� \J � E. CODE CONFORMANCE 1 w"� W"1 *BUILDING 15 NOT SPRINKLERED .�. —` Lu ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 1 5/8" WATER RES. GYP BOARD IN TOILET ROOM TABLE 505: "B" 3 STORIES / 40' / 14,400 5F PER FLOOR ALLOWED APPLICABLE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE —_ _ —_ —_ —_ —_ —_ — —_ —_ —_ — — —_ —_ —_ , I 3-5/8" 20 GA. STUDS TO 8' "5-1" 2 STORIES / 30' / 5,400 SF PER FLOOR ALLOWED UNDERWRITERS, DEPARTMENT OF BUILDING OF THE CITY, OSHA 1 BATT INSULATION *PROPOSED 6,010 SF 15 LESS THAN 8'400 5F ALLOWED (MOST RESTRICTIVE CASE) AND I 5/8" GYPSUM BOARD ALL OTHER LOCAL, STATE, AND NATIONAL CODES WHICH APPLY. I I MEZZANINE AREA ALLOWED: I/3 OF SHOP AREA = 4,200 SF / 3 = 1,400 SF ALLOWED (505.2) 1 NOTHING ON THIS DRAWING SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODES. = I 1 OCCUPANT LOAD (TABLE 1008.1.2) ' - I 1 OFFIC / LIOHT TORA&E 42" HIGH YVhl.L A0tO'361��EZZh INC I 9-1 4" / 15T FLOOR OFFICE (B): 1,810 5F / 100 ■ A PEOPLE tu V F. GUARANTEE T-b" LEAR EILIN& UNDER TER EWA 1 15T FLOOD? SHOP (5-1) 4,200 5F / 500 = 14 PEOPLE lu 1. THIS CONTRACTOR SHALL GUARANTEE THAT THE INSTALLATION SHALL FULFILL EACH' AND EVERY REQUIREMENT OF THESE = O 1 30'-O" ='A II I 1 /2" WATER RES. GYP BOARD MEZZ. A5 OFFICE USE (B): qq0 5F / 100 = 10 PEOPLE O H _ _ _ _ _ 1 W-2 TOTAL: 43 PEOPLE SPECIFICATIONS, AND SHOULD THEY FAIL IN ANY WAY TO DO SO, m - pNll 8" 20 GA. STUDS MEANS OF EGRE55: THAT HE WILL, WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE WHATEVER ADDITIONAL MATERIAL AND/OR LABOR AS 5/4" , b PL DECK ON �I I 3" SOUND BATTS 5/8 WATER RESISTANT GYP IST FLOOR OFFICE AREA ONE EXIT PROVIDED FROM SPACE ALLOWED BY 1011.2 NECESSARY TO CORRECT THE FAULT AND TO COMPLY WITH THESE STE SARJOISTS 25 PSF LL) (OCCUPANT LOAD LESS THAN 50 / COMMON PATH OF TRAVEL TO EXIT LESS THAN '159 Lu F +11'-0" AFF IST OOR -II REQUIREMENTS. EGRESS WIDTH PROVIDED: 68" / .2 = 340 PEOPLE 2. ALL WORK FURNISHED UNDER THIS CONTRACT SHALL BE H "PP a 4GUARANTEED FROM SHOP AREA: TWO REMOTE EXITS PROVIDED Z AGAINST DEFECTS IN WORKMANSHIP OF MATERIALS FOR 1 _3 I 4-7/8" (TRAVEL DISTANCE LESS THAN 200' ALLOWED BY 1006.5) N YEAR' FROM DATE OF FINAL ACCEPTANCE OF A PERIOD OF ONE EA THE I I-0 -1I __ — 4 , _ W 3 E6RE55 WIDTH PROVIDED: 66" / .2 = 550 PEOPLE FROM MEZZANINE ONE MEANS OF E6RE55 STAIR ALLOWED (505.5 AND 1011.2) 1 V! —i WORK. 1 :3I 5/8" GYP BOARD _-= _— r — 1 1 3-5/8" 20 GA. STUDS 16 OC 3-1/2- INSULATION COMMON PATH OF TRAVEL 15 LE55 THAN '15 MEASURED TO THE BOTTOM OF STAIR 3. NOTHING IN THIS SPECIFICATION SHALL BE CONSTRUED TO PERFECT I 5/8" GYP E6RE55 WIDTH PROVIDED: 55" / .2 = 165 PEOPLE RELIEVE THIS CONTRACTOR FROM MAKING GOOD AND 1 WORK AND HE WILL BE HELD `� I COMMON PATH OF TRAVEL ba'-b" 1 E61RE55 STAIR WIDTH TO BE 44" (1014.5 56' MIN ALLOWED WITH LE55 THAN 50 PEOPLE) JOB NO : 05.Igq IN ALL USUAL DETAILS OF CONSTRUCTION *MEZZANINE MAY BE ENCLOSED WITH MAX. OCCUPANT LOAD 10 PEOPLE (505.4) RESPONSIBLE TO PROVIDE ALL MATERIAL AND BEAR ALL m 1 w-3 I DATE : 11-05-05 EXPENSE *MEETING ABOVE CODE REQUIREMENTS, FIRE SEPARATION ASSEMBLIES NOT REQUIRED BETWEEN USES INCIDENT TO THE SATISFACTORY COMPLETION OF THE WORK 1 SCALE : I/8" = I'-O" EMBRACED HEREIN. EXTERIOR WALL5: NON -LOAD BEARING / Ohr RATING REQUIRED FIRE SEPARATION: DISTANCES GREATER THAN 16 TO 30' / Ohr RATING REQUIRED (105.2) DRAWN BY SWJ G. CLEANING UP AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE OF WASTEHIS OP�ERAT 0 SHRUBBISE AND LEAVEAND RMATERIALS LEFT AS A THE PREMISES IN CLEAN T F CA LO MEZZANINE FLAN MEZZANINE ACCE5515ILITY: BUILDIN6 SHALL MEET REQUIREMENTS FOR ACCESSIBILITY BY THE PHY51CAL.LY DISABLED (CODE STANDARD: IGG/AN51 AII1.1 - IgaB) CONDITION. SCALE: 1/8" = I'-O" of GENERAL NOTES: A: GENERAL THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO SATISFY THE INTENT OF THIS PROJECT. DRAWINGS ARE SCHEMATIC ONLY AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PREMISES PRIOR TO SUBMITTING HIS BID PRICE TO ENSURE THAT HE IS AWARE OF ALL JOB CONDITIONS AND HAS INCLUDED IN HIS PRICE EVERYTHING REQUIRED. B. EXAMINATION OF SITE 1. BEFORE COMMENCING THE WORK, EACH CONTRACTOR IS HELD TO HAVE FULLY INFORMED HIMSELF AS TO ALL CONDITIONS UNDER WHICH THE WORK IS TO BE CARRIED ON, OF WHAT WILL IN ANY WAY AFFECT THE WORK UNDER HIS CONTRACT, AND TO HAVE COMPARED SAME WITH THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS PROPOSAL. 2. COMMENCING OF WORK WILL BE CONSIDERED AS EVIDENCE THAT AN EXAMINATION HAS BEEN MADE. NO ALLOWANCE WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF ANY ERROR ON HIS PART, DUE TO HIS NEGLECT TO COMPLY WITH THE REQUIREMENTS OF THIS CLAUSE. 3. COMMENCING OF WORK WILL BE CONSIDERED PRESUMPTIVE EVIDENCE THAT THE CONTRACTOR IS CONVERSANT WITH LOCAL FACILITIES AND DIFFICULTIES, THE REQUIREMENTS OF THE DOCUMENTS, AND OF PERTINENT STATE OR LOCAL CODES, STATE LABOR AND MATERIAL MARKETS, AND HAS MADE DUE ALLOWANCE IN HIS BID FOR ALL CONTINGENCIES. NO COMPENSATION WILL BE ALLOWED BY REASON OF ANY DIFFICULTIES WHICH THE BIDDER COULD HAVE DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. C. SUBSTITUTIONS IF ANY CONTRACTOR FINDS THAT ANY MATERIAL OR METHOD OF CONSTRUCTION SPECIFIED OR SHOWN ON THE PLANS CANNOT BE OBTAINED OR USED AT THIS TIME, OR IF HE WISHES TO PROPOSE AN ALTERNATE NOT LISTED IN THE SPECIFICATIONS, HE IS REQUESTED TO STATE WITH HIS PROPOSAL WHAT ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION HE PROPOSES TO US. HIS BASE BID SHALL BE FIGURED ON THE SPECIFICATION DATA AS ISSUED BY RUSSELL AND DAWSON AND ANY LIST OF PROPOSED SUBSTITUTIONS SHALL INCLUDE THE AMOUNT TO BE ADDED TO OR DEDUCTED FROM BID. D. MATERIALS AND WORKMANSHIP ALL MATERIALS USED THROUGHOUT THE JOB SHALL BE NEW, FIRST QUALITY, AND OF HIGH GRADES SATISFACTORY TO THE OWNER. ALL WORKMANSHIP SHALL BE HIGH GRADE IN ACCORDANCE WITH THE TEST PRACTICE FOR THE TYPE OF WORK PERFORMED. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY PORTION OF THE WORK IN CASE THE MATERIAL OR WORKMANSHIP IS NOT OF SATISFACTORY QUALITY AND THE CONTRACTOR SHALL REPLACE SAME WITH ACCEPTABLE WORK AT HIS OWN EXPENSE. E. CODE CONFORMANCE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, DEPARTMENT OF BUILDING OF THE CITY, OSHA AND ALL OTHER LOCAL, STATE, AND NATIONAL CODES WHICH APPLY. NOTHING ON THIS DRAWING SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODES. F. GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE THAT THE INSTALLATION SHALL FULFILL EACH AND EVERY REQUIREMENT OF THESE SPECIFICATIONS, AND SHOULD THEY FAIL IN ANY WAY TO DO SO, THAT HE WILL, WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE WHATEVER ADDITIONAL MATERIAL AND/OR LABOR AS NECESSARY TO CORRECT THE FAULT AND TO COMPLY WITH THESE REQUIREMENTS. 2. ALL WORK FURNISHED UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST DEFECTS IN WORKMANSHIP OF MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE WORK. 3. NOTHING IN THIS SPECIFICATION SHALL BE CONSTRUED TO RELIEVE THIS CONTRACTOR FROM MAKING GOOD AND PERFECT WORK IN ALL USUAL DETAILS OF CONSTRUCTION AND HE WILL BE HELD RESPONSIBLE TO PROVIDE ALL MATERIAL AND BEAR ALL EXPENSE INCIDENT TO THE SATISFACTORY COMPLETION OF THE WORK EMBRACED HEREIN. G. CLEANING UP AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL WASTE, RUBBISH, AND OTHER MATERIALS LEFT AS A RESULT OF HIS OPERATIONS, AND LEAVE THE PREMISES IN CLEAN CONDITION. 2 Nk -FAait OF STONE VENEER AND FDN LINE METAL BUILDING LINE 1'5'-0" V-0 x 6'-8" HOLLOW I RE WOOD DOOR 1111i -t 100'-2" 25'-4" 23'-4" I i HOLLOW JORE WOOD DOOR T - - A -I 1 II `J 10 a I SHOP Q SERVICE RESTRM. (—� — —� O I r+-I SINK SEE TRM SCALE PLAN THIS SHT. I (Y 1 — 1 r 1 "1e 5 M x 2X6 15T5 OVER TOILET ROOMS (8' AFF) I W 3/411 P! WOOD DECK, 5/8" GYP. CEILINGS 70 I wa I FRONT COLUMN N — DOOR I TO SHOP I 1 ' t3U51 IVE55 J1=1= I u E / HOLLOW METAL DOOR o RECEPTION cl I _ I �ri� CONFERENCE W� OFFICE 2 ALL INTERIOR OF�IGE I-1 x 12 lox II --- y �I t� lw ll.ff� ..Il.lr PARTITIONS AND FINISE5 ru I uIwC r i 4"M NINM (FUTURER BY OWNER) xr1 �I STAIR (BY OWNER) I l w "i � r �I C -II I o U n I COPY/BREAK U' w R 6.45" 4 FILES OFFIG I6 x II w-s i Igxll I v I I ' ' I I / 31 -O x -I1 -O PASS. DOOR IC — — — LINE OPROO!"OVERH —----------J r FIRST LEVEL PLAN MEZZANINE PLAN SCALE: 116" 1'-0" SCALE: 116" ■ 1'-0" 22'-4" 3'-0 x PASS. � I a Q I I � 12' X 14' O.H. DOOR � I ;II 14' X 14' 5 Fi O P K C Pr O.H. 120OR I I a I I i i 12' X 14'I INO.H. DOOR AGE OF FOUNDATION AGE OF FOUNDATION V� ALL T`I'PE5 5/8" WATER RES. GYP BOARD IN TOILET ROOM 3-5/8" 20 GA. STUDS TO 8' BATT INSULATION 5/8" GYPSUM BOARD 9-1/4- 1/2" WATER RES. GYP BOARD 8" 20 GA. STUDS 3" SOUND BATTS 5/8" WATER RESISTANT GYP 4-7/8" <9> 5/8" GYP BOARD 3-5/8" 20 GA. STUDS 16" OC 3-1/2- INSULATION 5/8" GYP TYPICAL TOILET ROOM ELEVATIONS 4 AGGE55ORI E5 5/e5 I -'O' TOILET ROOM PLAN 1/4" = 1'-O" ALL DIMENSIONS TO FACE OF FIN15H WALL TOILET A00E555OR1 E5 A 5WING-UP GRAB BAR 505RICK 5-4gg8 B 56" GRAB BAR BOBRICK 8-5806 x 36 C 42" GRAB BAR 50BRICoK 5-5606 x 42 D PAPER TOWEL D15PENSER BOBRICK 5-262 SURFACE MOUNTED E 15" X 56" MIRROR BOBRICK 5-165 1556 F TOILET ROLL HOLDER BOEIRICK 5-1665 6 GALL FOR AID SWITCH WITH PULL CHORD 12" MAX AFF TYPI0AL NOTES: I. PROVIDE SOLID WOOD BLOCKING AS REQUIRED FOR ALL GRAB 5AR5 AND ACCESSORIES. 2. INSULATE EXPOSED SUPPLY AND DRAIN LINES BELOW SINK. 3. COORDINATE MOUNTING HEIGHT OF REAR GRAB BAR WITH THE 5WINIS-UP 6RAB BAR (95" MIN. TO 36" MAX). BUILDING GODS DATA BOGA) USE GROUP: NON -SEPARATED MIXED USE B BUSINESS and 5-1 5TORA&E MODERATE HAZARD CONSTRUCTION TYPE: 35 UNPROTECTED BUILDING HEIGHT 4 AREA: PROP05ED AREA: 6,010 5F &ROUND FLOOR WITH qq0 5F MEZZANINE PROPOSED HEIGHT: I STORY 21'-0" (MIDPOINT OF ROOF SLOPE) *BUILDIN6 15 NOT 5PRINKLERED TABLE 505: "B" 3 STORIES / 40' / 14,400 5F PER FLOOR ALLOWED "5-1" 2 STORIES / 30' / 5,400 5F PER FLOOR ALLOWED *PROPOSED 6,010 5F 15 LESS THAN 6,400 5F ALLOWED (MOST RESTRICTIVE CASE) MEZZANINE AREA ALLOWED: 1/5 OF SHOP AREA ■ 4,200 SF / 3 ■ 1,400 SF ALLOWED (505.2) OCCUPANT LOAD (TABLE 1006.1.2 151' FLOOR OFFICE (% 1,510 5F / 100 ■ Iq PEOPLE 15T FLOOR SHOP (5-1) 4,200 5F / 500 ■ 14 PEOPLE MEZZ. AS OFFICE USE (5): 4410 5F / 100 ■ 10 PEOPLE MEANS OF E&RE55: TOTAL: 43 PEOPLE IST FLOOR OFFICE AREA ONE EXIT PROVIDED FROM SPACE ALLOWED BY 1011.2 (0=10ANT LOAD LESS THAN 50 / COMMON PATH OF TRAVEL TO EXIT LESS THAN i59 E67RE55 WIDTH PROVIDED: 66" / .2 = 340 PEOPLE FROM SHOP AREA: TWO REMOTE EXITS PROVIDED (TRAVEL DISTANCE LESS THAN 200' ALLOWED BY 1006.5) E6RE55 WIDTH PROVIDED: 66" / .2 ■ 550 PEOPLE FROM MEZZANINE ONE MEANS OF EORE55 STAIR ALLOWED (505.5 AND 101'1.2) COMMON PATH OF TRAVEL 15 LESS THAN 75' MEASURED TO THE BOTTOM OF STAIR E&RE5S WIDTH PROVIDED: 53" / .2 ■ 165 PEOPLE EGRESS STAIR WIDTH TO BE 44" (1014.5 56'MIN ALLOWED WITH LE55 THAN 50 PEOPLE) *MEZZANINE MAY BE ENCLOSED WITH MAX. OCCUPANT LOAD 10 PEOPLE (505.4) *MEETING ABOVE CODE REQUIREMENT5, FIRE SEPARATION ASSEMBLIES NOT REQUIRED BETWEEN USES EXTERIOR WALL5: NON -LOAD BEARING / Ohr RATING REQUIRED FIRE SEPARATION: DISTANCES GREATER THAN 15' TO 30' / Ohr RATING REQUIRED ('705.2) ACCESSIBILITY: BUILDING SHALL MEET REQUIREMENTS FOR ACCESSIBILITY BY THE PHY51CAL.LY DISABLED (CODE STANDARD: IGG/AN51 Alli.1 - I41015) �w>—to—OZu� r �w � JOB NO : 05.Igq DATE : 11-05-05 SCALE • 1/811 ■ 11-011 DRAWN BY : SWJ A-1