Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1265 JOHN FITCH BLVD
12000366 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 07/05/12 GIS ID:47701265 FEE: 15.00 MUNIS APPLICATION# 201200867 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THE ULTIMATE SIGN COMPANY, LLC ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 376 PLEASANT VALLEY RD OWNER: JOHN FITCH PARTNERS LLC SOUTH WINDSOR,CT 06074 10 ABBE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW WALL SIGN. RIDGID ALUMINUM PANELS WITH VINYL GRAPHICS FASTENED DIRECTLY TO BUILDING.SIGN FOR TRIPPLE G. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/5/2012 3:09 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300217 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 05/30/2013 GIS ID:47701265 FEE: 60.00 MUNIS APPLICATION# 201300699 ,w" m ,.P "" 4 BUILDING DESCRIPTION: LOCATION APPLICANT NAME: WISNESKI PLUMBING R HEATING °' ADDRESS: 41265,JOHN FITCH BLVD ADDRESS: 128 TROY ROAD ",'F OWNER:-'- hJOHN FITCH PARTNERS LLC SOUTH WINDSOR,CT '. b6074 ; " , '10 ABBE RD SOUTH WINDSOR,CT 06074 4 k -- DESCRIPTION OF WORK: INSTALLING NEW 1"STEEL GAS LINE. GAS FIREDUNIT HEATER. a " �y ids SPECIAL CONDITIONS: "�- ALL WORK TO BE DONE IN ACCORDANCE,wrrH TfI1; APPLICATION AND PLANS'APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: ,� BUILDING OFFICIAL 5/30/2013 3:22 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800062 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 02/08/2018 GIS ID:47701265 FEE: 306.00 MUNIS APPLICATION# 201800127 BUILDING DESCRIPTION: APPLICANT . LOCATION NAME: DOUGLAS MECHANICAL SERVICES INC. ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 820 FOUR ROD ROAD . OWNER: JOHN FITCH PARTNERS LLC BERLIN,CT 06037 ti-. 10 ABBE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACEMENT OF DUCTWORK,FURNACE AND A/C. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/8/2018 4:05 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800016 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/17/2018 GIS ID:47701265 FEE: 198.00 MUNIS APPLICATION# 201800055 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: D&E ELECTRIC LLC ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 345-B NUTMEG ROAD SOUTH OWNER: JOHN FITCH PARTNERS LLC SOUTH WINDSOR,CT 06074 10 ABBE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL LIGHTS,SWITCHES,RECEPTACLES AND WIRE UNIT HEATER DUE TO DAMAGE CAUSED BY FIRE.UNIT 6&7. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/I 7/2018 1 1:52 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500256 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/28/2015 GIS ID:47701265 FEE: 135.00 MUNIS APPLICATION# 201500967 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GOTTIER ELECTRIC LLC ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 6 GEM DRIVE OWNER: JOHN FITCH PARTNERS LLC ELLINGTON,CT 06029 10 ABBE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL 45 KVA TRANSFORMER(STOP UP)FROM 208 V TO 480 V. RUN CIRCUIT ON SEPARATE(UNUSED)200 AMP 3PH METER WITH DISCONNECT BEFORE AND AFTER TRANSFORMER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/28/2015 1 1:34 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300166 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 04/11/2013 GIS ID:47701265 ' FEE: 60.00 MUNIS APPLICATION# 201300383 "' BUILDING DESCRIPTION: APPLICANTy %�. a _F% LOCATION NAME: ZAPPY ELECTRIC ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: P.O.BOX 41 OWNER: ;-ti..,-JOHN FITCH PARTNERS LLC COVENTRY,CT 06238S .» '`'10 ABBE RD SOUTH WINDSOR,CT 06074 It9 'ti^a6. DESCRIPTION OF WORK: INSTALL 3 PHASE SUB-PANEL 100 AMP RATED' INSTALL WIRING FOR ELECTRI6A9L EQUIPMENT. .•'., SPECIAL CONDITIONS: j a ALL WORK TO BE DONE IN ACCORDANCE`WITH'THE"APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: A .r OCCUPANCY GROUP: BUILDING OFFICIAL 4/11/2013 12:35 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600530 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 12/13/2016 GIS ID:47701265 FEE: 15.00 MUMS APPLICATION# 201601827 BUILDING DESCRIPTION: APPLICANT, LOCATION NAME: JTP PLUMBING INC. ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 45 GORDON DRIVE OWNER: JOHN FITCH PARTNERS LLC SOUTH WINDSOR,CT 06074 10 ABBE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: GAS PRESSURE TEST. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/13/2016 1:IS PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600553 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 12/21/2016 GIS ID:47701265 FEE: 15.00 MUNIS APPLICATION# 201601828 BUILDING DESCRIPTION: r' APPLICANT LOCATION NAME: JTP PLUMBING INC. - ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 45 GORDON DRIVE! OWNER: JOHN FITCH PARTNERS LLC SOUTH WINDSOR,CT 06074 10 ABBE RD 'J. c SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: GAS PRESSURE TEST. r UNIT 8:1 SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/21/2016 1:1 1 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800043 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 01/17/2018 GIS ID:47701265 FEE: 18.00 MUNIS APPLICATION# 201800056 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JTP PLUMBING INC. ADDRESS: 1265 JOHN FITCH BLVD ADDRESS: 524 B SULLIVAN AVENUE OWNER: JOHN FITCH PARTNERS LLC SOUTH WINDSOR,CT 06074 10 ABBE RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RUN GAS LINE TEST. UNIT 6&7. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/17/2018 1 l:53 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300188 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 05/21/2013 GIS ID:47701265 off d FEE: 45.00 MUNIS APPLICATION# 201300619 ai---., BUILDING DESCRIPTION: APPLICANT. ` '. '� LOCATION NAME: WISNESKI PLUMBING&HEATING , ,iADDRESS: 1265JOHN FITCH BLVD ADDRESS: 128 TROY ROAD r,' "�; " ' ,,,OWNER:" 6HN FITCH PARTNERS LLC SOUTH WINDSOR,CT 06074 "' r q , RD -. "' ,m" SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: TO INSTAWALL PVL DRAINS AND VENTS,":;,� INSTALQOAN b GALLON,HOT WATER HEATER. u SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDA NCR-•WITn Tjjt.APPLItATION AND,PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: °^ .,, ' `,..�•� " BUILDING OFFICIAL 5/21/2013 9:46 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# A is her TOWN OF SOUTH WINDSOR � �` BUILDING DEPARTMENT W. ,pplication 1540 SULLIVAN AVENUE 644-2511 ext. 230Bldg.Permit# Datng her;, Application must be printed or typed FEE SCHEDULE — Location of Job: 6 5 _ ��NN F, J3Ld� f3A�5' $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 6 Tz-11,1,E H �`l� s�`��✓ APPLICANT ADDRESS �! 2- Titp G r /�UW \� o , Lv% i /y o s a)?, t"t, APPLICANT PHONE# �Z/d! SlC7G1k O W N S F,q OWNER _ 4/�4 �� �/���B J/Y/Y 15 ,4 Zt �z- Sates OWNER ADDRESS 2 �� N R U/4 Q f �JO - /JyP S OR _ (�4) a OWNER PHONE C ;D ESTIMATED COST$ �- ,� * IS THIS A CONTRACT COST? _Yes No FEE ENCLOSED$ fir/►• �/� TYPE OF JOB: g OSO R-CON New Installation Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑ RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO fi"USINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑ GARAGE ADDRESS ❑ MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO. OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK - 14 l R p�F 55 (A R E -z-s -7 o IV IVA- - C-45- Z 1XE THE UNDERSIGNED HEREBY APPLILT FOR A PERMI I ro PERFORM THE WORK DESCRIBED AND IS TT— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �}- - CONTRACTORS LICENSE NO. TYPE STATE SIGNAT OF AP LIC T DATE `2 0 OWN Sr t ,� y t- TTr sioCui"L V&U&ot o C U y � �� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 '~OSOR•CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7006 2150 0005 7640 3756 June 14, 2007 Jason T. Roy Roy Als Automotive Refinishing 160 PigeonHill Road Windsor CT 06095 Dear Mr. Roy Re: Appl. #07-23P-Roy Als Automotive Refinishing We are pleased to advise you that the Planning & Zoning Commission voted on 6/12/07, to approve with modifications the above referenced application. This approval is for a site plan for a general repairer's license for property located at 1265 John Fitch Blvd., Unit 10 & 11, I zone. This approval is subject to the following modifications: —� 1 All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 2. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 3. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 4. The building street number must be included on the final plan. 5. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 6. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. Sincerely, cdisae, Patrick Kennedy, Ch irman Planning and Zoning Commission PK/dma cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal x /V/F N�F K�st��ETi9 FARM /arc. - _ Do,lm SPoari (T'YF.) /r'�S06 r 0 _. -Roar 0 ,r rc6 �07cTRi9JvS- PA1s k /.� 4Gr !y_ _ - _ S d.Co �7 _ "Os OF T/td�'S �/'' --- �__- ...�- c3a �TY/�� �'i��/ j � --_._ --- _""'"' cSC?a.O �.� r�- �I' C nr/f:. w f7G�•• N/F afL,C S. I G 7. a - - - --_ - - •o r f 4h / .B / i yy.od' �c GC. /x= 6,7 0 D ( P f r R/A /YAP f`T'//�� '►' -,,. FA / h' G Lam' Y 7 »Y - - � �C �� t � wir!•r v-4• wire'-,s 1� ♦ /.� E E 1/ S. 11 f -7-,6cE. D/s C. l � - E ►� /I.� ., _ <..,.._ �,.,,,,r;_. ,. .r G - - - ♦ /s R L - 7,3 : 6 7 / w �. \��( /d ; �R�� 34 ific� ,,are•<taL'•,•�,::1:,.:::•':}•{,•{{;�;::,1 rX SL.� •.a• k. ' . r . .. ._, /N S F .0 3. - -t3/T J_ - 3 ik� .LL}}}•:;::, w.,fi ::\?�r'•.3':v: -:Y..✓.;hv. ,}r.v .:v..v., .,:.rr:v'?•:J}:?•:•:••hv:X •+,w7!• :.•.•T:::?••:.,.v•h. ... i.. L.•:::.p::::.•.,.:h:XX:..: •. V•f•:r}.V•: :•.•.:LLT:1.:.. ... w ;:ti:w:•.v.v.•; i,..,--.:?•::::•h4: ::},•.• •rr},}.:.L•;:h ::}{., •Y,:•,.;;r;:,•.;..iv: •YY.L..:.•:•.::... '� / •.4.: . •;.. ;;,;..... a1... :?•}:':•{•}}:?.;{::{•.,,•4•..,L..:•.•,Y•; � FIG R .. � 6TS a .2 qR /•.{{{:;:{;•:::X...a. :•....v...S.....:::••••••:.•:::::J. .......✓...... ::J.V.•:;•v::.v:•::.•r L•:::.•.Y::r::.•::T:••:, ::.v• :: .•..... P... ✓GT •! , ,...::.,..,:r,,.,•�.,•. f..v M1.,...,..•:J..,..•,•.:.J...r..::,r. ,„•r::•, .•., •J:.,,•:rr.r .•:,,.•,Jr.,..•i•.,,4 a,:•,,,.,Jf.•,h 1, . .:".,•, � .. •"� 3,. ,.X,:SL,• Y L.•:;,,.,M1:•;r.:::,,:J:,,,r.ar::X:•::•:„a:.Y.„r ,..:,:::J,.,.LY•.•r:J.,.rX:..,Y:,1•r.,,.r. ,,,. ,,,.a. • a.• •.,. ,.,. .r.. •••..a}.•r.4 •f•• .hY::„r•iV„fh,,,,JXrf•,::Y , :r a, !�a• 1,, ,,,,, ,,,, ,, r / �[ LS•:?r:Y:::•}:.a..•.••:•'r?L:,:::..hL , h..:•LY5. ..... ... ..:.. ...i , ,.. .. .... ..... ..... .... .... - ,. .. .. .f ♦ „ h f yy,�{ ..4Y• fir, :r.::.,....r:..,Y::.. :1: rr...:hr:..YJr...f•l•.:rr..r..:.•rJr.a:Y:..:::r 1�a.::1:..... .,hrr:. r•..• .r.X .rh;.,. ... ... .�,,r .4V..., ^4•. .,'}. .,.4 �' r4• '\ .tiff•'} ,�:: L vrr. !.L. :� :Cti•L•:vr..h:•:...:Y.;...• •r.:V.. ::✓:..:......•:,:.{.:X.,,..•:1.4;... .•::::: :.:r .:.Y: r.r::: •.::Yr.:::: 1 . ;.. .;h, .., .... ::yJ. ... .. h.. .:. h.. . .v:::;:. . .. yr :•: .., ; :.k' ,.?. ..,:,.......?�!!,R`. ..r. .vJ �g w •w.. a.a?. ,.. , ,.,. ,.. f•.. „J. .f... .,,..,... .., .a ..... ... ..... . ... ., ,.,. .,. •. , ... .. .. :.'f..f. :L•Jr r:•,^ .L :.Y V..• � 1,,.L ,L14 ,5 .. •. • ✓ ,. , • • • • ,. •. ,. •• ,. ,. ,. • , ,. ,. • .. , ,. ., • }::1i:•:•4 ,. .• , t:•• is ,ry�.yr r 4. {% 7 s11.,..,. .,.., .. ,..,.. „ „ ,,.,• •,,,, •,,., .r.,.,,,,. •.,,. ,,. •, •.,.. ,r. ,,.,,. ....r ,,,,,, ,,,,,, ,,r. .,.., .,.T.S .. ,. r. � • r, •f. :4� :L �Rr {J/- �- ,.. :... ,,,. „• .... f,. , .r •. ., ,:. r .,f ,... ... ,.. , ... ,... a . .:..1:., 4<. .... •... `• ,.. ,.. ,4 . ... .. } ... ., • ,•fir..*,: r. : .... / UI f : .. 1. .: .. .•: .....:.......r.......•.,•:::•• C.1. ,.. ::}:'. ..h:::•••••,Y}:N:S.,.,.:,:•:r•••,,..,r:rr:,•.., Yvr 7 l S 1 J • G y. r it ... ... ....... ....... ....... ... ....,... ..... . ...:. I "'a A AR ...✓...........r.. ...... :......:.. .. ........ .. .:i . . .. .,. ... ... ... ... .. tip` C .... ..,....i.r.1 : ........ P.a . ,.,,....... .... ......, •� 1 1i 4 Ili► ..:.Ili► ........v:.•:•::•:•L:• •:.:... ?{:.':::.:, .. ... . . ... .. ... ,.. ..: .� .... ,�( . ... . ..... .... ..... ..... ..,. ..... , ... .4..... .. ,. •. ,• ,. • ,. • 'L. .. .. ... ... ... ... .. . ...i ,.. .. ... .. .., r. .. .. .•Jx 4 :Y• •h:Y::.Y. h. Rir47,111 ' N. p� 1 ..: 1.. `1Z 2 Gpll''y tilt/.♦ .......:........ .......:.....Y..........1Th,..,......, .. h.:.....h., ........... Y E /�l� .. ._ rh.. Q' a of Daiv� nra u:E' C '"4ii1•' h/ � 7 6l F � V w� /�/A RAP p.,� N bL-3O'_tr ..... .:Y::.......:::::••:::.Y:.:•::::;::•::Y.•Y:.Yh . :r .�.;AtJXdS'1 ::�}:•}}:. •:: •`:;�• - - GY. / w --�.,,,,b,,1�W:11YY, ...:.:.......:•:::.Y. :..:..:.:::::J.•}}:.Y::::h..... ...........: i H Ra W © - ------ -,�-:'--,._._ N as-,Z9=/.�"E J..;:::: :;::•:{:. . ....... .. 11 y *,� b BUSH c,,g "_ '�•� �,, 1 .... s , z" .,r::::.::::.::..:. �sric N � � tE..8 X• � r � 0/ a T s a o y _ aY:Y:.Y:.,Y}�':Y:h.... •. �w:.:Y..rY::.Y:h.::::::::::Y::::::::.w:f:::::::Y::::�}}}::Y Y:�t L x o 0 0 _a rr :.Y::h•::.:::::.......::::.:::,:.. �t;.,r....:h.:Y:::.w::::.....::.i:YhY:,....,::::: :::::;::•}}}}}:•}:•}:•}}}: •}:x'2}:::::ha..iF:. Y cboo °moo /1E Lr 2..5' � RCA T ..sox /.' •�. �p,. ,•-.�.� e t _ b .�r 3 a a 8 /w _ Al 7 4 L RAN 0 �' ec 5• d' 1 i - r l l r�.4_ R Vr R -2P 9•s/9'F D END _ e R o CP b y h + = 70.2r � o •• a :•;{;;•}}};:•: �� 4 ClINC 7,1 9 16,qD1� v �} o0 09 = /S RCF- /b j MGaS- -.Z(D" �./i:::. r r` 3 ►h _ - �4'GG= S G= '� - tt F6AR61>E R oW of P/Jk/ 3"y9' DO-5 OF TR-'J'S &VI-) F.C.r9RED .ENv /J�= 470 TF 49.Z C,e /y y R]wF'E�-'"a CE �p �-�s 8 f� N61 TF- G$.9 FG C.3 2 ll "Town. of South Windsor plan showing land and drainage R_O_W_ to be NOTES: acquired from Annie Allen by the State of Co-an cu*t Hartford - /V,�/C /mot' O.C3S/t 7- JET. �ONN 3S'� Springfield Rd." Sec. 2 1" = 40', April 1939. 1. Site is not located in a flood hazard zone. Panel No. +090036 006B, "Plan prepared for Connecticut Drive Shaft Route 5 - John Fitch 2. There is no Inland Wetlands located on this site. Boulevard, South Windsor, Connecticut Boundary Survey" 1"=20' , April 29, 1986 by Meehan Associates, Manchester, Connecticut. 3. Elevations are based on M.D.C. Datum. 4. Coordinates based on C.G.S. Datum,. 5. Utility locations shown from field survey, _ operating companies mapping and as shown LOT CORNER COORDINATES S1 DATA L- nar. The locations are approximate and may not be complete., Contractors must PTA NORTH EAST Zone = I call before digging. 1-800-922-4455. 1 366920.47 640221.73 Site Area = 4.44 ac. Min. Lot Area = 20,009s.r. 6. The items so noted on this plan have been 2 367118.57 639762.65 Min. Lot Frontage verified in the field as to location, elev- 3 367325.44 639283.40 Min. Lot depth = 150` ation, and completeness. The following 4 367152.71 63920$.42 listed items are the only deviations from 5 366739.88 640171.68 25 �L 1 �.L the original plans approved by the Planning. 10' SL and Zoning Commission and staff approved Lot Coverage = 56_1% change orders: Building Coverage = 23.3% Eve Heig:t: 4n=1 67- �EGG/VD Peak Height A. S 16" APD5P Ca Soo-rl+r i�ST COtaNGr� OF 1�f2oP>:>2Ty S. VLNCE AQ0JmV DUf,, eST'Gf2 ro P,,E C, Ourssp'E l.k6uT'tuC7 UfJ 53Lp(,. TD 6� t1.1STJ�►LLG-� -� � T- /gPPscUX �.00F7TiOn/ OF (�/vb�/£'G�f'o✓/V1� E,c�eT2�c h+Nb T�:c.•�/�'IHo/v<: �,//vt • C, q RPleo,e 4,OC FR7-j0 n[ O/= UND` PGJ KvvN� GjAS �/yE bc/ -- AAP20k ,(,OCf9T10/1t O/- (//VDT/2�,E�0�/Nl� LL/i9T� C,ina� 79 X3 6zeq,raG AS _ BUILT- 1265 JOHN FITCH BOULBARD SOUTH WINDSOR, CONNECTICUT OWNER - DEVELOPER ANBRE -L. Ek KEAN P. CHARBO NNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT PHONE 528-7551 COA(aap�o p�p�P��"F q�� P A LM B E R G & R U SSO �1t LAND SURVEYORS & PROFESSIONAL ENGINEERS 0a 1 SHOHAM ROAD I HEREBY DECLARE THAT .THIS MAP AND SURVEY WERE PREPARED IN m 48 ACCORDANCE WITH THE STANDARDS OF A CLASS R-Z SURVEY AS a EAST WINDSOR, CONNECTICUT 06088 DEFINED 1N THE CODE-OF PRACTICE FOR STANDARDS OF ACCURACY Q+ENs�f�pQ- 627-04-81 OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED SUR`1� 14 BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. •s$eanx�Aa BY SCALE DATE SHEET CHECKED �NO. -_�J e s. NIF N/F / N F I� George Haller Family LLC 1 Brian Haller 4 t t Kasheta Farms, Inc. ', ;, S66036'40"E 1 522.00' ~! G - �= ;; r, r, r 499.97° (500.00 RECORD) G r, r, :1 r, r, rz EX ST. G t 7 TF= 21 z i. FL=66 0�UT i a , c _ -- - w !3T BUILDING, -EX LQ .. :.::.:.:.:.:.:.DRAINAGE R. A(FA.VO OFF 0 H`BOU VAR, .W.-1 R •1265 J HN FITC LE l l { ...... ........ ..... ....... •TNE.STATE OF CONK C-77CUT AS' W '•EXIST.�fL,4fiED.�EN E i EXIST SG '•34" ST CB 1 i FL 65. T 'QE R18ED /N:'VOL: 'PG. 625 .............. C Y1 h- rF 7D.7' ;i o -� y 4 FL=66 7 i p,►� M 3 ,f EXISTINCMN EXIST. FLARED END f Q ' W":i `� 7F 73.5 M FL=62.0 � 46 �' '� r� FL=64 `� -- fish f, i � 1 - _ fir _ _ _.. _...._ _ _ _ _ ..._..... .._ _ _ __ _.. ..... . _ _ . _.. ._.. _ _ _ __ ..._ _~. __ _ _ _ -. _.. __- - - - --. .^.. ._~ _ _ _ _ _ __ _� _ _ _ �. __ .~_ __._ __ _ -.. ._.. »_ _ _ _ _ -_ ..� _ _ _ _ _ ,_ ,__ _ _ .� _ �.. ._. .�. .� _ _ ___� ..._ .� _ _ _ 30' WATER EASEMENT/N FAVOR _ „~._ _ , +EXIST: FLARED'ZY0 r, "� N/F L .:.___. �5 r w w k w M� _ .__ w �, -_...~ w w ^ w w _ ~ w �.� _ »» _ w s�' _ xlsr."ce _ _ �a__ . :.:.: - f Dale S. & Harriet B. Willson OF CONNEC77CUT WATER COMPANY W w ._TF--.69.2 w W w �5,66,'45'09"E �: :`..... � 55 PARKING SPACES ACCESS, -UTILI'11ES, AND- MAINTENANCE �' - 1� N EASEMENT 1W FAVOR OF•JOHN FITCH - E,r e,r ~._. F T �. - - PAIdT1NERS, LLC ll ( .r �., �.i .r -F ,� �'` -' AREa �s''24,186'.S.F.' FL=62.6--^� 1B"RGP'`" 'N _18"RCP A4 2 r - - ::_ R -:. _ �� it ORIGINAL - _ » 1 PROPERTY LINE �` '" -' "i-� x=��? IRON PIN IN S66°45'09"E S66 45'09"E C42 A2 " 'mot a ,' K" i 2 7 / IRON PIN `+ 81 16r _�" ^?^ _i' -j 30325 (ESMT)� 'i_ T' '{' + �' �_- ^' 6• *RCP .. 74.57' w �" _ �.3_.. _ _ _. . SMT. S' _ 3 2 .'� NE CL ' + + + + + + + + + + +• -� �5960 REMOVE EXIST ` _ ~ W2 10' SIDE YARD TYP ' -z } } �- -}- -}- �N c41 �'' �-�-^�-- i BIT., ED LOAM 41C -4- }- + + + a o, tN W4 EXfSr CB:.'.'.'.. ' ,.-� •'l�, 8 PARKI,NG '.SPACES' Tf 69.7; N F a TM Y � gyp• � cz -+ C40-, 'D C? Michael E. & Jennie J. - -} -�- -i- -} -I- + -I- -t- v, o ,V! y i Albert �� } W6 .i�l= :a'- :c n ,. +, + + + + + + + -I.. i N F CONC. PAD xisr'euiir�rtic'...... i a. �:r I �- _}. _}.. }.. ..E~ �_ ` S1rO• ( / - � i2 9 JOHN.f1TCff BOULEVARD .- -.E_ _�. �._ _}_ E } �_ _}_ _E_ 32Q? cs9 ahn Fitc Partners, LLC . a 6 F , Ar a = 89 1 8 s. 1.86.E Ac. .� -+- gj. } r r f r It s y 4 + + + 40.E , 'L_ T .1 A S7 �..,� f 1 SPACE ... , ... ........ ..... .... ... ►o � c? �. ,3:5 4o:E:: r �' +. + + +- + + + -.{.' + + + + + + + S7 �� = 5ti.55-{- '}' ca t A c+ t �+ 69.8 -C"' 1 - 8 -#- + + t + + + -I-' +' + + + + + :': 1 + CVNC. RAMP F1 ,7..9: CL co. cn i _ .FFa2:0' o �, ~:1 _�_ F _I.- + +. _ - �.. _.}- � {_ + ..}.. ..a.. _}.. _ � PROPOSED BUILDING I -� _� ! �_ + ~i^ � :: :R.�..... ::.::.:.:.:.:.:.:.:.:::,:.:...... } -}- c b7 1 �l s PREVIOUSLY APPROVED ON I G37 :�' a + + +• + •+ + +. + T + '�' I4 + ,goo } .�_ '�" "}' '' - 4. PARKING SPACES .... -� � 2-22--05 APL#05;05P { �'�, __.. ( I -- ; - �-- w -- _ _ w cl� + + + z + �-#- c1 + + + + + + + + + - + + /� �' o _ ----- _.. __._ ^.. , -i- + -I- -{ + l �645 N/F i + ° �- - - �- -�- - - 2 r3 �- -- -#- -#- -I- -}- -{- -�- 4. ,. Dominic Franca, Jr. `� C5 ! 1 ^ }_ _i.. ' c36 ,�. sas.73' � 6 N66 2Q 47 W �•+ - -f- + + +� z + + + �+ + w IRON PIN + - - + + N68`11'34"w sd[� 5 + + + + -. FOUNDIt u, N F - + +' m Sartori Associates C+ " NIF : � ) + C6 / Andre L. Charbonneau + -i- + `F EXfsT 24' ACCESS EASEMN'' EXIST. SAN. MH" �- . _ y .. Area -- 522,540 s. ., iZGw Av. i i i• W .� L ia�? FAVOR vl' 125- e c : ;; TF=70,2 ;.. �a :• + + + -}-' + :+ -i- 3 (� C3 1 JCJHN Fl rCrr BOULEVARD IM M -- + + +. + + + + + + '�' • _/ I _... fi + + + :_ 'EXIST. SUILDiNG':.'.':'.::':.' N/F _ _ -�- }-,�/O _ � , + + 1239 dOHN fITCN BOULEVARD ,' O Jahn & Mary LeBlanc + + + + `�� _ t 1'� 5 + + + + + " SAN. MH / .... � Exf r s -}- + f LIMIT OF CONSERVATION ^ ...... - �+ FL 65. ' _~ - _..~._. .__ _ ~__..^_.. 1� C31 + + + '+ + + .� FL=65.8 -_ -{- EASEMENT (TYP) ..........'...'.'.'......'.................... 1 CHQ FOUND :I:.>: Data Block j {- _ }~ ,,� s6721'29'E ,�„ _.-. ..._ ..._ C3o i- - ~� �.� .` + ^{- - LEGEND: CIO ~ t', tn >�► - -� ; + + 229.45 •+ + 4- -3-• + + -?' + -s + + + -i' L? °, �,• 1243 John Fitch Boulevard -o- UrnITY POLE Zone -I � GAS GATE + + g•�3'3-,? -''"�" + + '+ + + + + + + + + -I�I7 + + + + + + �i -}- -1- -}- + co,, <<"`,, o WATER GATE 5� r . .. �_ _}.. _ {~ sip, �, ,�, -212'60 }_ -I_ .+ ._}.. _.. +. _1-.. _�_ ~ -}_ {.. �.. _ . _ _{.. _, -�_ {_ ~} + +' �, ,Lot Area-1 86 Ac O EXISTING MANHOLE __ }_ �. _ �..: ^` ; `ao' 35.82' a�,. F� + _}_ �- �- 4 -� _}- -{_ -{_ }- }- _�_ -i- -F + ^{ -F - - - -} -} + +• + 1 35'Building Line 0 EXISTING CATCH BASIN i , 1 _ i Line SIGN + -{- + -}- + + -Ffi S62�39 5"E Cl C14 + + + Cl C18 + -{- -�-c21 -(- -<- + -a- + + + T + ?' + +� + -�' - ; " T 10'Sidi HYDRANT i4u- -- C25 25 Re. �- Line --E-- U.G. ELEC. LINE N/F + } - - -} -}- -}- -}- + '' + + -{- -}- C19 Cz0 -}- }- �- + + -{- + -I•- + + + + �}- + -�- -�- ( -�- + -{- -}- ° -^-�r- U.G. ELEC. & TELE. LINE d 0/o Pamela N. Wentworth - i Exit � ildi over 17 3 G.{.. _ }.. }_ _.}.. _�... �~ _}.. _{. _� �_ �_ }_ {_ -}.. .. }_. w. _}. �.. _ _} -{^ -{- -; -¢- ^i^ ~i' + + , + .� . g t% WATER� _ �. Mats B l ing Coverage Allowed 5 ClC1 _ i i _ - �° ng Coverage e ° U.G GAS R -{ �~ - - {- , ar-' -4- ONSERVATIQN EASEMENT IN FAVOR} �~ }~ - + I~ �=r ~I~ ~!~ + + -I -i~ �' i + v c:ervious Coverage Allowed- 65/0 -" ""� u•c. LINE }.. �_ }~ - Max.Malt -_-__= EXISTING STORM SEWER ,' ~' F THE TOWN OF SOUTH WINDSflR "'. ° _=_= EXISTING SANITARY SEWER + + -�- -{- }- + + + + + + + + + + AR A 5.15 AC. + + + " - + ��• --� + r T + + + -I- , + . � Exist. 1 .. ervlous Coverage-52.2t/° � WETLAND LIMIT ° T + + + + + + + + + + + -�" + + + -P + + + + + + + + + + i - 25�- • o GRADE N coNrouR .• Pa�'k ng Requirement z�sxo EXISTING SPOT } -}.. �.. ~�. _ 'Ware . . 12a s Douse 1 space11250 s f Ex/snNc I.P. .. 17NG MONUMENT _ �_ E ______ _� 109000! 5 = spacesNIF �s Frederick H. <3c Theresa M. + -f- -}- + + + + + - -} + -i- -}- �- + �' - " -}- -` + T -_ + + + -! -i- + + + + + + -I- + + O face 4.5 spaces/1000 s.f. _ !D SIDE YARD Bitgood + + }- �- -I- _ j.- ,___ .. -�- -'- -- - _� �_ _�___� + + + -}- + + + + . + Parking 3,80011000 Provided 4.5 17 spaces 51.11 , x = • ng P .w�rea�•;:. � ,I UU A A-wr 25-V x20 spaces 36°20'47" U64.19' .-..<. t. r w` �.w _ NIF John & d _3eph'inf; Hughes N/F N/I' N/F '1 -HDGP space } ".;xha'�'d B. & Kelly J, Mellen 26Total Lot Line Reconfiguration Plan L } Faith P. Quagliaroli Data Block Andre L. Charbanneau Owner A licont i / P.� 1. "Resubdivision Plan for Richay- J. Grosso, South Windsor, Connecticut" Scale: 1"=401 Date: t j y, LLC /^r D,,1-13-86 Rev. through 3-24-5 Class A-2 by Gardner & Peterson Assoc ates, Everett Gardner, ; 1 1265 John Fitch Boulevard John Fitch G Partners, .LL t✓ Q4 L.S. 2. "Easement Pla.i. Prepared For John Fitch Partners, LLC 1249 John Fitch Blvd. South Windsor, Zone-I " "= 0' 10-28-02 Class A-2 b J.R. Russo & Associates, Joseph R. Russo, L.S. Lot Area-11.99 AC. Andre L. C�I Lrb Qrline a`tli a Connecticut pE074 1 2 y 35' Building Line 1249 & 1265 John Fitch Boulevard 3. "As-Built 1265 John Fitch Boulevard South Windsor, Connecticut Owner-Developer Andre L. & 10' Side Line Kevin P. Chartonneau 125 Edwin Road South Windsor, Connecticut Phone 528-7551" 1"=40' 25' Rear Line 125 Edwin Road (Mailing Address) 7-20-90 Rev. 9-26-95 Class A-2 by J.R. Russo & Associates, Joseph R ' Russo, L S. Max. Building Coverage Allowed-50% South Windsor, Ct. 06074 4. "Property Surrey Applicant B.G.I. Whirly Ball 1265 John Fitch Boulevard South Windsor, Exist. Building Coverage-8.61%. Connecticut Date 3-24-99 no. 99025" By J.R. Russo & Associates; ° 86a'-`528'-7551 Prop. Building Coverage.-13.5t/o Qj Max. Impervious Coverage Allowed-65% J.R. RUSSO & ASSOCIATES o es: Exist, Impervious Coverage-20.1 t°/a ' B Prop. Impervious Covers e-33.9t% 1. Parcel is located above 100 year flood hazard elevation (from Referenc Map #I). p p g TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS Land Surveyors & Professional Engineers q MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 0 2. Elevations and. bearings are based on Reference Map #1. _ 0 N 3. Underground utility, structure and facility locations noted hereon have 'been compiled, in part, This survey and raap has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the i SHOHAM ROAD from record mapping supplied by the respective utility companies or overnmental agencies, Regulations of Conmecticut State Agencies - "Minimum. Standards for Surveys and Maps in the State of 0 GRAPHIC SCALE from parole testimony and from other sources. These locations must a considered as Connecticut" as aadorsed by the Connecticut Association of Land Surveyors, Inc. It is a ProRerty Survey = EAST WINDSOR, CONNECTICUT 06088 E n approximate in nature. Additionally, other such features may exist o ' the site, the existence based on a conforming to Horizontal Accuracy Class A-2 & a Topographical Survey conforming 40 o zo 40 60 �80 of which are unknown to J.R. Russo & Associates. The size, location a d existence of all such to Accuracy Class T-2. (860) 623-0569 features must,, be field determined and verified by the appropriate aut orities prior to FAX: (860) 623-24$5 h 0o construction. Call Before You Dig 1-800-922-4455. ` p Pp Y This dvouz�Qnt and oopaos tbaroof Are vglid only it tlaoy' bear the live signature and ozabossod seal of BY SCALE DATE SHEET CHECKED NO. ^+ IN FEES 4. Portion of the parcel is located in inland wetlands as mapped b laic el k'. Gragnolatt Soil the designated p oiessiona.L Unauthorized alterations render any declaration hereon null and void. 0 1 inch = 40 ft. Scientist LF/RS 1"-40' 11-20-06 1 of f JRR 2002-098 z .Ni N 0 a N �c I x A/1 F X g5RZTR FARM /nre. IF'SET � 3 7, /Z"E L�caL.//v S OdTS f/ R �.. ":a : ES /ram 9cT r io' s/uE Y/a'J2r7 4 5 . ao" Lrw,r:v S}k7dTT?J7"Y� rDS �TER'S TG:s.� BtskTitAfvS. /3,00 - - _... G ROOfr f� .� �� /may r'3� r tJ" 4(o - 1 ED66 OF Ti'ldu�5 j,,r, - �- FC= !a7 0 (p✓7' �Yf i ll Et_EC. FC = 6�, s o (rr� (in/ - ) /�>4 L Y fe D R/ - Ili MH 1 Z7,731 °o D o /� R/p RAP !f"Y/?� 1•yr ,.<, ; / /S ,C, O .C+-' - T3 3` J JS R L 7d Co 'pV,C _ r f2K/NAIL 4 C / S = ;�•: >•.. ::•.•,•,�: a°.'/STt�C.�c.9DE FENCE' y� ::' »•};r•'r:{ ':fi}:•'r:•: { .......... ::::•.Y.:Y.Y::% �/ 8 +6L CDVGTR f o Cy8 1►l„ 6 0 QI }::'}�}'}}•:hv'Se.{S}ri, .......5 :�}}}:...•.•:.v„ .•...•::,.,.,r... •..: .•::Y:Q}:,:rL• a: .,..,•.A•f:,.,,,,, ,:,.,..,lR.r. r �- �7.• � e m 0 •....:• S:•,•::.: ;.:LY::rY;•J}a:-}:::A S,; fy,:r„rY• ••.r.y,;f.i•i•:; •,.,,•f,, r... . :Y 1 3 :iv• •v:• I i .I M1. ,v •1 } Y �{ 'Yr•r ''L..• a. I%i'r' • *rya:•}:;{•aa:%. G S'ti• t. .v.•. Av •t/vAL •M1 J r}: - Ls.' fi p , •:A• •:: 4"d ra' "� {;�y{ %:;ti':% :}•.;{:;;:;..,•f: •}••.. 2 Jam. r• :M1 L Y+ VV 4•4 :• dam'`: .:• {•;:"' A I Ya. •.:, ,y{��. :;{x•:-'L .wow. 5 {. •� � n-J •h L Ja,•12 ; : r a. L ': •r. r �•.y�� M1 Y ..{.:w:v:•a.• :rw ..•h... i0F3 \•. .4 M1: •:� !'{ vvrn.;,,y}v.•Y..•:f:{{v:: •7R11l. ,`l ::%}.. ..f: :.:•• -V:�y:•••.LL• iL Yh%:•}rY......•r.A•:}:::.vA•f::: S 1h.• LN r,Y•:{{{{{{{Y:{':i• .L:Y: i. • f.r,.• •4,. ,.4. .i r{ •:�J:%:a}}:{{{•: ,.Y: •:l• M1r• 5 :::• •V, r:h ..•r:....... .:•r. ..•}. r '•}:Y'•.Y 5{.�....•h{.::: -4 L L .,\ . Yn..:4••.L. ..':::{::{{{{v.}'•}}:•}:•}:•}:{v}:{{JJ{ ..h...'YY:::Yh::Y:„r. ..:.:: ;,V:rv::}}};•:V}:L• :•.•::: •• 4f:•:•`•:•a:{':'�•{•:•:f:f• .v:{•}':{•:M1.•:::M:.r...,• :.1 •]{{• J r'J: 5i..4L.. i L'''f •.5 .A,. „}A h..... L:{{•}:•:'':{....... ... •,. .. ,.. ,. •.. ..,.. .::. .. ,,,.rr•...,•,. r.,. r.. r , l.r :{5,' •,.}:{ •M1 r •. •. • .•r• 4• 5 L:. •. :•:r.{:V 4.,. �' M , 1 ♦ • : •.....• •...,, •... •.,., •...,. •.••.... ,....•. .• ..,. ,...• .•...•. ,...r. ,•r...., ••.•.•• ••,M1,.,. ,.r.,.Ar. .• A • ,• . • ,r.. �• ..:• • EL ::}::}:.{:•.,•.•.,.r...:XA:•:•;ft•:.,:::V:a,•. ...,.. ,..,.: .•.,. , .. r..... r•• r. L.•. r... ,.,. •... •.:.. ,.,,. . ••, .• r,h • r , , •:.4. ..... ',. i ... r....r..... ,r '•frt:TJ:• �. � Ate• ... r. .... fir. N ..... .. r .. .r.:.,.... . ..vk:. ...:. r:.vy......:,.:-;....v::.Yr.Y:.v.;......4•.v::rrr.•:Y.v::.. a_.. LA • •.,r. . .. ...... •.•. .... •r,,. ,,.., ,•r•. 5.• e..• ••,.•. .f.,. . , r 'S .,...r ..,.....,•. r'1 ...5... .-5._ , 5,.r... .... ••,.r... ........ 1 ,:, A..••,: .5..1.4 . .M1., ..,. .. ......r..... r,... , a ,...... ..h... ....... .. .. ........ ... ... ..r.� ......, r ....... .:.... ..,rL : ..... ... L'i,.f:,.. •.r••.......r.1 .. • .. ...: ..�y ..:: 7'F•,L.. : •l...h .,4. A:L r,. ••4,4..•, r l arm f ... .. ... .. .. .. .. .... 1, .......... A .,..... ....:.,•... L • ., ,•.,. ,•••.. . , ,r„ ,,.,••,h h,,,..,y • ,..: r.M1,., rL.•.,. L,. , •L4 : • 5• {. L �i, L:X,. •. : rr.•..•... .•..,.,r...4,.... .... .,.. 2i� 8,r.•.. ,.... ••. :h. ,,,. .,..• .•:r ,,. A r • , .},:4 rh ••.. •.. ,.h.. ••.:..-.•... ,.. ..�..r.... r... .r... : ,...•... .,.h........ .... : •-.11111111. .. A.. •,r.•.. •,.• •A. •., ,.,•. , • • r.};, rL..._•54 •.. ... .. ..:..r,..... •........ ,•,.•,•... •...... ... .....,,... .r r,..•, r,r1Y114 ,.... ..r..• r,r.h., •.,....L ,L .,,.. •. y,,.,• •r. ,.. _. ,. .•... ,.5t r , ... ...•... ... .h..... f r I.... ..... . .A Y.... ....� .. 4 � .......5 .. ...r.......L ...........r....... ....: ....... . .. ...... .. . •, Lai, r , t '{ •h •, f �•!•.- ,.., •.., 4•... ..,fJ •. 114'4 . rrL.. .•L }. .. M1 {.,.. „• % }.. ...••{.... . •.....,..:..•• • •.•..•,,.. . .,..A.h.. ,.....•♦.. ...,• ... 'yam , ...•......... /- YY.�: _...-r-..._r5... •...{' ,M1.{J ..'L. „:... .,.. ',.h.• •.,•. ..r,... r..:•.•^.:I�h'.•.•.:... ••,.f. h.,... .. r r..,,.....5.... •,•r...,.•.... .. .•. { J.. .a w..► ..... .. .. ,.... .. .{y{ L ...:.,,, . ,.. .......4,• ..r1�,.M1.. Ah.,h.... ...y, ..•.......h...f..... .............. ..L.....,...... ...... ........... . ...... 14 �l• 'ArMi -h..{.. h:}. .A.L .......5 .e 5 ...,... .. ............. ., ................. 5.............. .........,..:.. .........{..:.... ..............f ..... .. . .. Yt.• e.�l� M(/j� .L .,'}. •4•.,r. ,•i.•.,.A... :.} .A. LAY ( :•-},-„may •. ........L ..::.�•h .. .J.. •�• .,....r..rr•rh ,......,••, •.. •.4... .... ,,.r.. ,..h•.., }:,.,...,....M:•:.:: ,...r.•.......,•,..•....,r....,.. .•.....r..,.... ,.. .......f.,. :�...5�:y.}..:..LV}•.Vr. r•....,,♦...,.•.:.:::::arV:.V'....•:...{r•...a.•::..y.. ..}y,../......,,.h.•,•.A...r.. •,.•..•..•::::::::.......•.•...•....,...•..... ,..J:.•.L.; J.......y : ... L•. :. .. �• ': •... / .r Il 9 - 5 .>_.. -_..A:,y,::.}•::{:•••:;•:.:•-, , t'J�'} �•:..:.:.:••:::::r::•}.A::.::::•::.Y Y::J:LY::r.:hY:.::h:.:.. .. .3.^•sa:�: �%{::>::ar: r coNc. PAF2K -- i�ll5.•iir.... � -- o-}}}:•}.Y}.,Y::Y::;;.;:•::A•>::::}:::}}::•:.Y::::::......:A:•::.Y:.:•:::::A...h.....:::.Y::.Y.:..;,.. .... ....... .:#Y?bC'' ,. ::::::.:.. /' ro @ b lLJGgtJMPEk'5 a ., i...•...r._ ... .,.. .....A:hY:hY.Y.:....:........ . .:.. .Y......... fC w ��c � r / ,EAC,�E pF DRiVE NO CV/c,B 30-•y$ .A:•::A�}�:::::::AY.-::::•::f.} .: ::::::.... ....yY:..Y:.:.lt. •QUFF.EfZ' � 6 q0 _.....I.;.•...- ..�.. ,..,;..,�:,�,„o,:;__ y P• O . . .... .:.::. : r. :..::..}:::..a.,:. ...:. ,}Ly ................ ....... � r I , t 0 0.0 l 5 rt R I Y uN 4b o/v of .BUSH ar *i 6 GEC TR AN 5TE ax o • o _ _ !�rf R'C _ . x ol o T/= P 0 _ s o w i;.................................:...:.............:......:..........s.................;...,:.. .........:.,.. .. ;.:,... :�!!:?..::.'_:::�..�....�..`•�`. -•--J1 3 sS z z b a 9 8 Q + - b �b Rg'D F.iVD �IPS67 y 4� Rites RAP ��� tid' IS"^ --- ' o+'b f o �� _ -- -- /S' RCP /63 y NGS-d3=.Z(o" / a► RCP - +�^ 111 -- .Ioy8. 4 3.r.yy' o + 3 11 �e DLj Ce -0- OF TR e•E•5 IlTYR� �4gRED F../Vv R/P RAP�TYF',� C13 �= 47.0 7F=G9.z t CIO ,yry Jfsdr (•, z= 64"Z fk /VE/ TF= 6 9.9 .rG= c.6%S = L. G.L = L.3,2 AREA• 11 Il 3S'� FTF'FR C E MAP "sow-n Of South Windsor plan showing land and drainageR_O_ '. to be NOTES: N/�C' R O,a�CRT .ST. �ONN acquired from .Angie Allen by the State of Co-mecticut Hartford - 1• Site is not located in a flood hazard zone. Springfield Rd." Sec. 2 1" = 40' , April 1939. Panel No, 090036 006B. "Plan prepared for Connecticut give Shaft Route 5 - John Fitch 2. There is no Inland Wetlands located on this site. Boulevard, South Windsor, Connecticut Boundary Survey" 1"=20' , 3. Elevations are based on M.D.C. Datum. April 29, 1986 by Meehan Associates, Manchester, Connecticut. 4. Coordinates based an C.G.S. Datum. LOT CORNER COORDINATESCOORDINATESSITE DATA 5. Utility .locations shown from field survey, operating companies mapping and as shown NORTH .4ST Zone = 1 b�- ,owner., The locations are approximate �� Site Area = 4.44 ac. and may not be complete, Contractors must 1 366920.47 640221. 73 Min.. hot Area = 20,000 s -= call before digging. 1-800-922-4455. 2 367118.57 63g762•b5 Min. hot Frontage = l0G` 6. The items so noted on this plan have been 3 367325.44 639283.40 x;-,. of Depth = 1.50, verified in the field as to location, elev- 4 367152.71 639208.42 35' BL ation, and completeness. The following 5 366739.88 640171-68 .215r RL listed items are the only deviations from 10° SL the original plans approved by the Planning Tot Coverage and Zoning Commission and staff approved Building Coverage ^�.3� Eve Height change orders: =l�r-��• Peak Height = 16'-zz•os, A. SIGN SOvTll%iiST CO2Nsr2 or- PROPS-P-Ty, 13 F4uCC A'oilt�l(I DuNAesTEa2 TO F.,E 1�.4�T1�1-LE1� -x � T .- /eIPPeZt}x �acATioJv� oJ= uJVL�t�if'G.Pav/+l7� E�.E cr2�c /�JVD! C, of -rs tp s 1_IG ITT itil G ! 1 8LD(�. TD ae W VTA I.L.SiA f�PP2U+C C OC RT/O/\L Ul= UiYD� (s�/��atJ/V'� GAS { /hlG w - FI PP/zOX 40C�QT1Qov O/= yAS '- BUIL-T 79 X3 As- 0,114.7- sPor 6fe,9ra 1265 JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE .L. & KEN P. CHARBON EAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT PHONE 528-755I % 1400+�v�_"p°'� PALMBERG & RUSSO '0! O /ppvo N� ,+ LAND SURVEYORS & PROFESSIONAL ENGINEERS �� � 1� 0 1 SHOHAM ROAD m 48 EAST VANDSOR, CONNECTICUT 06088 I HEREBY DECLARE 'THAT THIS MAP AND SURVEY WERE PREPARED IN �I �Ns�oo� 627-0481 ACCORDANCE WITH THE STANDARDS OF A CLASS R- SURVEY AS suRv o�+°° DEFINED !N THE CObI:"pI PRACTICE FOR STANDARDS OF ACCURACY •e�aeenp•oed SCALE DATE SHEET CHECKED N0. OF SURVEYS AND MAPS, ADOPTED DECEMBER 10. 1975 AS AMENDED BY /3 BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. �, / r•-yp ' 7-�da-94 / �'`� ?), 8� 9 OCT 5, 1990 South Windsor BUILDING DEPARTMENT cople �ocfed at tt a Prop',., °Poaedpbul antl sAecific3tid f e`� tlinp o tr r alteration antl YY nn to,*, fto8ether with am _�_L^!! )JC l d with l,n endment sta ._`-�--LYP rlu P-. s ted in udfgU and rt, / ap,'ree to co �'Pnt ti lsstr i ie f,t,Ns !c, on fhr ay the l3;,ilding b,nd nuCh hrdxr th a71 Zon`f, 5 Permit. PPlication and t+naisafunt duri shall � ng Signed anae of a buil This pta comp aproved sed nw=h € D rdpnances rcgufst�nn the co:tditlo n_�''' CPnditio ultding nhefE hallg Approved filed eve 'Spector M . 0 V E SICK.; r � `s 4 30 rE Z E71- By D N� N / 7- /VT- A7- Project Infe For: �}�� 7- L 5 S' S' j=o R 8 N Htg Clg Infiltration Outside db('F) 0 95 Method Simplified Inside db(OF 70 75 Construction quality Average Design TD (OF) 70 20 Fireplaces 0 Daily range - M Inside humid ty(%) - 50 Moisture diffi,rence(gr/lb) - 15 �rtr HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond Coil Efficiency 80 AFUE Efficiency 0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0.000 cfm/Btuh Air flow factor 0.000 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.00 ROOM NAMI: Area Htg load Clg load Htg AVF Clg AVF (ft� (Btuh) (Btuh) (cfm) (cfm) building 1800 175652 0 0 0 Entire House ri 1800 175652 0 0 0 Other equip loads 0 0 Equip.@ 1.00 RSM 0 Latent cooling 230 TOTALS 1800 1 175652 1 230 0 0 BoldArallc valueshave bow m,nuadyowffidden Printoul:certrfied by ACCA to moat all requirements of Manuel J 7th Ed, Wright$Cif NOMtiullsNslldlfltl110,lAARIRdOZ01 3t10tl8ep,Otltp,6l01 C44 DoamenbpA4lpI boA HVACN1111y Burke Wsultrrp Cale•MJ! ftmtslbn•N P,00 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: )R�IIEATING U RESIDENTIAL ❑A/C 12QCOMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC aWARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) o D I AIL-- C---i4-S l R E O GG id 7 H i= A-TF/Z ,->A 0 D L L R 'D p l 7 S-A 0 0 8T l,C. GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION:0 INSIDE❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. /- l./ J a )-V l / CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICAN DATE 0 D DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is r TOWN OF SOUTH W NDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date �'ding Inspector I Application must be printed or typed FEE SCHEDULE Location of Job: 1�.65_ 214ti F/7c, -4 BZ-VD $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designationjy No. J. APPLICANT �r��G N t y / N 4 APPLICANT ADDRESS 2- U /C CC), '-L-) 1 (9 APPLICANT PHONE# _ r�. J 2—�-- 6 n O W N S F OWNER 12 5 �J d Iy N 1 L G �� l� !S F 6 L L G q< OWNER ADDRESS ZtJJN s O 0 .0. OWNER PHONE AN 42 a CZ14y O. �Z C ESTIMATED COST$ O IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ /�� q0 ,/"�2A'� X ��U�f Al ZQ.O v f1 s • . O�� TYPE OF JOB: 1' R C New Installation _Alteration/Addition/Repair i Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? YES ❑ NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑ ARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO. URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS_ SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK /' e-& —'e-g- UNDER SIGN F-1) H "S FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IrM COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE �� / 6 Kevised41U1IrIVUL DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg. Permit# _ 644-2511 ext. 230 T31 1(-Q Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: 1Z� ., F)7,- h/ /SL�,D $0-$1,000=$15.00 9treet No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT SIT,0#4� - APPLICANT ADDRESS 12-- APPLICANT PHONE# � 0 — '!� � �--- 1/600 O W N Sc OWNER R AYD R E L- , C3 11 A R 3 d N/Y)E-i4 /t- OWNER ADDRESS o OWNER PHONE r C ;D ESTIMATED COST$ .�� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ G a O TYPE OF JOB: DSO R-COS New Installation W _Alteration/Addition/Repair / APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE RF YSTEM: TYPE OF BUILDING: gkKATING ❑RESIDENTIAL Cl A/C COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR .UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) uk -T t 'S GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL OIL-GPM OIL TANK LOCATION :❑ INSIDEO OUTSIDE CAPACITY GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. E r STATE nnll SIGNATURE OF APPLICANT DATE / / Q) `v DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby:y TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRQVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date I Building Inspe for Application must be printed or typed FEE SCHEDULE Location of Job: F ' ,� l0 �- l$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT LCMC44D �SSDG\�}Q`S nC.• (� APPLICANT ADDRES I�?b V 1 cLmo C1 L�� P\ G-k , On bury CA 1 d 603 3 APPLICANT PHONE#' bCO— � q -- 50 ( 0� J C OWN 3 F,q OWNER t50r% RDy OWNER ADDRESS - O o OWNER PHONE 60, 4� � F+ C ESTIMATED COST$ p clo SO& w IS THIS A CONTRACT COST? ,V Yes _No FEE ENCLOSED$ 1� TYPE OF JOB: bso R•CO New Installation 7 A]teration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A/� BUILDING PERMIT APPLICATION? ❑ YES B'NO ❑ SIDENTIAL ff BUSINESS CURRENT USE AND OCCUPANCY M�' Shin ❑ASSEMBLY ❑ MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL P ❑ I STITUTIONAL ACTORY ENGINEER'S NAME W� PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE L� CITY STATE ZIP (Other please specify) TYPE OF INSTALLATTION/WIRING METHOD SIZE OF SERVICE /l>U A MI-9 SIZE OF MAIN CONDUCTORS #Sd6 A4 C M 60 NUMBER OF METERS / NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES B'1G0 NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 1� A,6/ 72,yz/ 7- . THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE "-TYPE STATE 1 SIGNATURE OF APPLICAN DATE j G-/G-06 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVED1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 I��q —cab_ DaV BAWWffn-spector Application must be printed or typed FEE SCHEDULE r� Location of Job: F Fri l� y l$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESSl 666 7`f APPLICANT PHONE# aO gFS/a A /D 1%0 W N S F,q OWNER &� (,7 -i- iris < o ? OWNER ADDRESS las 4!5WV,'.v /l !/. 6 : e21sGe- y OWNER PHONE B6 O — S 7 C = ESTIMATED COST$ o7SOD,G�t'%' IS THIS A CONTRACT COST? es No FEE ENCLOSED$ Q � ,l3 TYPE OF JOB: I�S R-Cod New Installation _Le<teration/Addition/Repair TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Phone No. Address Site Name % _ P&Z No. Owner i/G j,t Phone No.' - Contractor Signature of Owner ~;- iJc: % a Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) Reason for Change: (Why is change required) APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department � New England Mechanical Services,Inc. ICBM�0R Services 166 Tunnel Road-P.O.Box 1701 New England Mechanical Vernon,CT 06066-7701 Phone:860.871.1111 Fax:860.871.9154 Public Act No. 91-95: An act concerning the requirement that licensed contractors as defined in Section 20-330 of the General Statutes, must personally sign each building permit application. Date: April 12, 2006 Town of. South Windsor Re: Application for Process Piping Gentlemen: In accordance with Public Act 91-95,this letter authorizes the below named agent to sign the above reference permit application. 1. Project Name: American Central Technologies Proj. #DRW6273 2. .Location: 1265 John Fitch Boulevard 3. Starting Date: April 2006 4. Licensed Contractor's Name: Paul Gray 5. Licensed Contractor's Trade License No.. 302974(S-1) 8-31-06 203519(P-1) 10-31-06 10498(F-1) 10-31-06 192(SM-1) 8-31-06 6. Name of Agent: Steve Small 7. License Numbers of all Contractors involved in the work, if applicable: Sincerely, i Paul Gray Mechanical Group www.nemsi.com Et-103377,Sl-302974 P1-203519,F1-10498,SM1-192 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR i 7b BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# AR 8 200 644-2511 ext. 230 IQ Date B ding Inspector Application must be printed or typed FEE SCHEDULE G, Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 3 or any fraction thereof Tenant Designation Apt. o. APPLICANT 91 F// a C- r�G�/ t r• APPLICANT ADDRESS 6 C-E-t--Lo l APPLICANT PHONE# F6 O :7-L-(F- Z Le O Q W N S F,q OWNER t"i Af C C (JO/U G, p/N N OWNER ADDRESS � � S• lv - Cr" , CMG� y �� o F, OWNER PHONE 6 O --- 7209 C = ESTIMATED COST$ �•� &ftw IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ yJ 1� TYPE OF JOB: 6SO R C O `New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES O-#O- QISUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY 6 /L,4 N ,7 L= S 4-cD ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS J-1' C V NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. I DESCRIPTION OF WORK S1-4./2 S A Wi' THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. lf� 096 t 7_ CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE Z—Z Z. — C`J DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is here BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# JAR 644-2511 ext. 230 w Date uilding In r� Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 S�reet No. Street Lot No. Over$1,000= $15.00 per$1,000 13 A/,5 3 or any fraction thereof Tenant Designation // Apt.No. APPLICANT 57-�` APPLICANT ADDRESS 2—�f U O�v Sp. L-t,) I AI Q 6 o/Z� APPLICANT PHONE# Z �� �0* N sFq OWNER AIVDX5 C,9,496GN/v6Au- OWNER ADDRESS J Z- 5 ri L4�)/1 OA- 0 .a OWNER PHONE 7 5- C 'r = ESTIMATED COST$ 7 O . r � IS THIS A CONTRACT COST? _Yes No FEE ENCLOSED$ ,e° 1� TYPE OF JOB: DSO R-C O� New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YESANO *USINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK �v P RF C57 Cl- A6 Li.y,�5 C--0 � :r Y L. (7--A-s G v THE UNDERSIGNED HER BY APPLIES FOR A PERMIT TO PERFORM THE WORK DEScKMTB—ARTTTTT— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. D )2 - P l cz- CONTRACTORS LICENSE N TYPE 'f/ STATE SIGNATURE OF APPLICANT -�Z2�`Z' DATES— CITY SIGN 1811 PARK STREET HARTFORD, CT. 06106 860-232-4803 FAX 860-232-1317 AP 00, 3e WORK ORDER #: DRAWN BY: jL DRWG. # CLIENT: SCALE: tl'[�j PAGE # LOCATION: DATE: �/ Z ' ALL DESIGNS and DRNMNGS Ere maintained so property of City Sian and may not he disclosed,reproduced or simulated,In whole or Intent, without the written consent and fair compensation of the designer and City Sign. t 1 CERTiFICATiOsN OF ZONING COiAPL!;;.;C r'ropo n-d ,j u;cj:;) and/or structure, pl.,) C r7 ��.>'ff,�C✓ i_�. ..�11:�3•i liaijGL .. .i� �.�i.ic�1�l� `.. rii ... julwtions. Vag±�nc ', a:-d lay app,y. ..)ate i g En cement Officer. his Plan and sC �• t_ This certified that toscd building or ait�rau�'s Copps of the Prof erected et Ctr nts stat,d in apohc..ti— together with aand 1 ague tomcndmo com Ply wrlh ..II Z'-k tiled with Pion laws end s irh Ord,is as sh�il CuilAl^S and stte nt dunnd issued by the 13u1Wlng Dc p.,rtml- pbulldlnr „f this aPpitcation and final Issuance of a permit. g,gned L o'o`diit�lonn hdt This plan is approved sublect to the d shall be orders and ordinances re Bulatln6 building c„m,,ucd with. These filed with cond,tionaily Approved ' cwr� Building Inspector „t. C ANDRE CHARBONNEAU &SONS ' 54 min-- 125 EDWIN ROAD t j_ Lr' 1. SOUTH WINDSOR,CT 06074 - 42 �.��;►. cos --�-} toc5 3 rnex TOILET 3i3 min j I ��-__.__ 12 mi �t5 12 min t n 305 305 /;- LA E M d 1,2 ..r.r.•::. f .•i (h) Side Wall ((r) JturlC �AKT IT w WALL NAn1URAt�- N�iJr�� �I II,ISvI.A�f ALLY � ! �I Imo• � ��hitil� %�d� �`�• p ooR T09 n) l ��i BIVL ANDRE CHARBONNEAU &SONS FnwIN any,. r r •,r ; ; i MAR 2 1 1991 .D:iulll VV!I'I( SJi :3UILDING DEPARTMENT crr'i i•'rn � s of the PrOPOB':d bui d r,z or t r '•r,cled aft r .fr '/2 E S ' '!ether with amendments stated in apple P -i d with plan and I agree to comply with _11 i�ildiag and state laws and such orders os s, .ucd by the 13""ding Department during p,=.— t this application and final issua� a of a LuaCi„ r•,rmi a F'ian Is npprove s •l ct to tl condition that r;_rs „nrt rrdlnanc,.s reg u;ating ullding shall be ;':I�d with ..ondihonahy Approved These filed with building Inspector Clerk SCW N Sf� s 154 U� 0 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 soll-0 � AREA CODE 860/644-2511 September 11, 2003 CERTIFIED #70020510000081151997 Mr. Christopher L. Musante d/b/a Musante Motorsports 1265 John Fitch Boulevard, unit#3 South Windsor, CT 06074 Re: Appl.#2584-03—Christopher L. Musante,d/b/a Musante Motorsports, 1265 John Fitch Boulevard, unit#3,I zone Dear Mr. Musante: At the meeting of the South Windsor Zoning Board of Appeals held on September 4,2003, the Board approved with conditions your request for a State Hearing under section 14-55 of the General Statutes and section 3.13 of the zoning regulations to allow a general repairers license at 1265 John Fitch Boulevard, unit#3, I zone. The Board placed the following conditions on this application: 1. Vehicles must be stored inside the building or kept within a fenced area—totally screened from the roadway. 2. This application does not include a retail or wholesale used car dealer license request. Very truly yours, k&tm, . U-)afuLQ.n Idr Robert Warren, Chairperson Zoning Board of Appeals RW:dr cc: Building Department Shirley Wilhelm-CRS Approval Confirmation: Request No. 381419 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 1/20/05 8:40AM Subject: CRS Approval Confirmation: Request No. 381419 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 381419 House No: �,1265 1 Lot No: UNIT6 Street Name: 'JOHN FITCH BLVD 1 Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Jan 20, 2005 #t+++#++++++tttt#t###+++ttttt+t#++++#t###+++++++#+++++tttt+++#+++t+t+t This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure,copying or distribution of,this e-mail or the taking of any action based on its contents, other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates(NU). E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses, and NU disclaims all liability for any resulting damage, errors, or omissions. tttt++##+++t++ttttt#+#+##ttttt+t++t#tttttt++t##++++++ttttttttt#t+t++++ APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES A NO BUSINESS CURRENT USE AND OCCUPANCY 6\O'V\E ❑ASSEMBLY � I ❑MERCANTILE FUTURE USE AND OCCUPANCY f �V`�v �Z€ `,12 ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS�Z NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES I NUMBER OF OUTLETS aZ NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK ` c) THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. J C ly/,-) 2 C`_/ of CONTRACTORS LICENSE N TYPE STATE SIGNATURE OF APPLICANT `� DATE DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application i PERMIT# _s hereby: TOWN OF SOUTH WINDSOR P PERMIT BUILDING DEPARTMENT OVE 1540 SULLIVAN AVENUE Bldg. Permit# ,��� Pao, 644-2511 ext. 230 Date-[� Btffl ding Inspecto Application must he printed or typed FEE SCHEDULE Location of Job: y�,�a ,.-- . 12(oS �Sa�nv� � � `bko ua $0-$1,000=$13.00 Street No. Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. 4 C7 APPLICANT <y�'C APPLICANT ADDRESSSe p�t1 Sf'ppi9��p19 r,� 40 . 6Ur BSc- r!X' G?GC-7L/ APPLICANT PHO E_# 1%O w N S Fq OWNER OWNER ADDRESS / S � 1In,/Zen/ - - - Q OWNER PHONE ESTIMATED COST$ •� ' IS THIS A CONTRACT COST? 0 Yes O No FEE ENCLOSED$ S . • o`y�' TYPE OF JOB: OR C O Original Installation 0';Clteration/Addition/Repair Revised 8/99 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: 1265 John Fitch Blvd. Est. Cost: Date: Z Permit Fee:$ Final Inspec#jgns:. Sign Permit# 12000366 Approved: _ Building ` �AI-5 . — Electrical Pe It# Zoning 040 Applicant Business Name c-T&_ `t'�f�� 7, lM C d Applicant Address Phone Address of Proposed Sign(s) % �S_ I`allU �s ��1ca- _ Zone TYPE of SIGN: �9 Wall or❑ Free-standing ❑ New or❑ Replacement Illuminated?0 No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft) Sign Height Sq Ft of Existing signs on site: Free-standing Wall Proposed Building Sign: Building Frontage(ft)/00 Sign Size(sq ft) Description of sign materials and lighting: ,41icl nJrM �a 00S ATTACH I / I DIAGRAM S GN OF I have read, u and agre abi a by the South Windsor Zoning Regulations, Signs. J INCLUDING DIMENSIONS A ica Date bw i Z AND MAP OF SIGN LOCATION Property 0 wner — Date 1 Z 12-- A . x t Qv`` SCAFFOLD SERVICES CORP. ; INSPECTION FIELD SHEET 04/29/13 Printed by Peart, Dayshell 10:28 20 INSPECTION: 55867 FINAL PERMIT: STATUS APPLICATION: 201200867 LOC: 1265 JOHN FITCH BLVD SOUTH WINDSOR PROPERTY ID: 47701265 OWNER: JOHN FITCH PARTNERS LLC CONTRACTOR: REQUEST BY PROJ DESC: NEW WALL SIGN. RIDGID ALUMINUM PANELS WITH VINYL GRAPHICS WORK ORDER INSPECTOR: DOUG RESULT: PASS REQUESTED: 02/26/13 PRIORITY: SCHEDULED: 02/27/13 AM COMPLETED: 04/04/13 UNPAID FEES 00 Date Time MILEAGE 00 TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/26/13 ROSE N/A E002 ELECTRIC UNDERGROUND 02/26/13 ROSE N/A E003 ELECTRIC ROUGH 02/26/13 ROSE N/A E010 ELECTRIC FINAL O1/10/13 OLIV PASS Z006 SIGNS APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES A vNO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY _ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK �rhu 3PNRS� Ic-6 -�.�+✓ t lzw emP Rw-T��, S+fnn c� cr!y.>crL a17,e) �N ram" C.w'6V17- 1 - ,�c�T2�� j�•Oi�6�Y�s�trr�A�t OrrA,Q-ins Fes- wirl.1 Ct X-C"T i t/EM re.-V401n 7- ?SV�L Imo-+'��ctliN�_ -Lsv �/ �/tr� 'i y5v . S7x-t'--UP r`71�9n�S ���- (I3k-V, 4. THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TY E STATE SIGNATURE OF APPLICANT"/ ' DATE F APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 3Opi(v1p APPR0tjE 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# t�1 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 /Z C/.r.J T' �Tt�o�� Fi TCH is 4-ur) Over$1,000= Street No. Street Lot No. $15.00 per$1,000 IWC,-,t Gt r' ,G A'-���rPGiZ>�tn Pam-. or any fraction thereof Tenant Designation Apt.No. APPLICANT /LJ/9�K /�G✓�f2J�C/ APPLICANT ADDRESS o ¢� C6acv APPLICANT'S PHONE# OWNER 6 fV 0/14 C H&kD3 /V N kAO SFq< OWNER ADDRESS COD _ • OWNER PHONE O 4� o ESTIMATED COST$ C U IS THIS A CONTRACT COST? es No ,-� W - FEE ENCLOSED$ �'�' TYPE OF JOB: �dSOR,Co New Installation ,��lteration/Addition/Repair 0�132�63g3 Revised 03/05/10 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? YES ❑ NO BUSINESS CURRENT USE AND OCCUPANCY C Z E D ASSEMBLY 0 MERCANTILE, I I n 0 EDUCATIONAL FUTURE USE AND OCCUPANCY 1 / 0 FACTORY 0 STORAGE ENGINEER'S NAME PHONE 0 GARAGE 0 MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE / C- NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES j NO. OF CONDUCTORS SIZE NO.OF STACKS_ z _ SIZE AREA OF ROOF NO. OF CATCH BASINS NO. OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW 0 YES XNO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR F l-1 l\/ SIZE OF DUCTS SEWER OR SEPTIC TANK J - SIZE OF WATER MAIN 3k SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER AU, TM f DESCRIPTION OF WORK `moo l 1Si S7'-ig-LL /A-/-- z- 101) L D 1A- N , 2 D F 6' SAG , v 2,(j.4-T,,Tl THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2 a 22- Ll �- /6 / CONTRACTORS LICENSE NO. TYP STATE SIGNATURE OF APPLICANTZ/, DATE 3 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT t 3b o 1 SSg A 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 (Date) 4Building Inspector) Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Street No. Street Lot No. Over$1,000- fj $15.00 per$1,000 /J or any fraction thereof Tenant Designation Apt.No. APPLICANT �� /7 1 ✓ ��� APPLICANT ADDRESS O sN Vo D a7 APPLICANT PHONE # 000 $F OWNER OWN , F t7 �✓� D�✓ MCA O IYS 1 OWNER ADDRESS Z L j OWNER PHONE C ESTIMATED COST $ 2 IS THIS A CONTRACT COST? YES _XNO FEE ENCLOSED$ �� 1� < • , S14' TYPE OF JOB: I�SOR•COS _New Installation >�lteration/Addition Repair Revised 12/22/11 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE F SYSTEM: TYPE OF BUILDING: HEATING ❑RESIDENTIAL ❑A/C COMMERCIAL ❑VENTILATION ❑ NDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC SWARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING NAKE&MOD r0 6o 6, �Z70-/ G0M5aS71o,A1 GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) �d TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :0 INSIDE❑OUTSIDE CAPACITY .,GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK 7 IV g �L ' LtJ I !� S7Z 61A S L/N/, THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 3 aL Y "/�z / CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 2013 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WIl�TDSOR PERMIT# Application is hereby: �2 1 7 BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 D to Building Ins for Application must be printed or typed FEE SCHEDULE Location of Job: F 5 -Jo ffN Fl7-GW-$0-$1,000=$15.00 Street Lot No. Over$1,000$15.00 per$1,000 por any fraction thereof gnation .No. APPLICANT APPLICANT ADDRESS Oy RD �S (,2j 10 R4 � D APPLICANT PHONE# �/ O �J�� O W N 8 F OWNER 0 NN f TT-�iI Al��—I�/�L1 IS�o q� OWNER ADDRESS Z DD Z , O [� OWNER PHONE A N D V C,IL74 A,? o /YIAI C-AIX ?60 '-526'— C = ESTIMATED COST$ 0 O �— �� IS THIS A CONTRACT COST? _Yes No FEE ENCLOSED$ TYPE OF JOB: 3(P G SOR'C0 _XNew Installation _Alteration/Addition/Repair �I 3ovc�q 9 Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applic ere b . BUILDING DEPARTMENT R 1540 SULLIVAN AVENUE 644-2511.ext. 230 Brag:Permit# Date Buil ng Inspector Application must be printed or typed FEE SCHEDULE � / ad nyoff�Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 . l or any fraction thereof Tenant Designation Apt:No. APPLICANT �1r2,v rn G J I Q- __(6o.'I!14 C T r APPLICANT ADDRESS APPLICANT'S PHONE# OWN S£ OWNER �4 df'f, C�a r a U�►!c� S ors A & OWNER ADDRESS so 6 O OWNER PHONE 6 q 3 O a C ESTIMATED COST$ G IS THIS A CONTRACT COST? X Yes No GFEE ENCLOSED$ ( 3 r� ° TYPE OF JOB: \v q`6 'SOR•COS N Installation _Iteration/Addition/Repair Revised 03/05/10 f APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE of BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE. ❑ FACTORY U. STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD., SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS I NUMBERS OF DISCONNECTS AND RATINGSd 071 NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS .NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER`OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE-SUBMITTED. DES..CRIP'TIONJOF WORK q/� /) Y/ ��CA�!Jl or�yUl� CSTa �!!. �v�✓ �4 / Q� V U RIM G)vet✓i'f . C)ri3 7�c r C Ova 0,7At cf �orQ t -r ,► s t 0244�,t 6671 0 Y dT Co r^pvt THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORKl CONTRACTORS LICENSE NO. TYP STATE NAT ./� SIG URE OF APPLICANT DATE BUILDIJJG PERMIT. STATE'OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31-286b) Property located at / 14 F� In the town of J -,— k\41n4� Name of building Pe PP unit applicant: / ¢,r Please check one: 1._I am the owner of the above property. 2.,V I am the sole proprietor of a business. 2A.Name of business d 1 ' _ 2B.Federal Employer Identification Number(MO ............... . ..........................................................................................:...... Pursuant to§31 286b,"a property owner or sole proprietor[who]intends to act as a general contractor or princci al loyer"may provide either a certificate of workers'compensation insurance or a o afl4daAt...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1._I'do not intend to act as a general contractor or principal employer. [Sign and.stop here] Signature of applicant 2..�0.intend to act as a genefal contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit I herebyawom-and:attest that I will rc4uire proof of workers'compensation insurance for every contractor,subcontractor,or other worker before helshe engages in work on the abovo property in accordance with the Workers'Compensation Act(Chapter 568). I understand that.pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to'have coverage unless he files his intent to accept cov e. Signature of applicant G Subscribed and to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE C3 EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK are T� THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCWORK. Y s CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT i LQ 0 6 S3 APPROVIWN 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 (Date) (Building I ctor) Application must be printed or typed FEE SCHEDULE Location of J -7 )3/� - $041,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT S �/" 1��2� -�� <L- APPLICANT ADDRESS APPLICANT PH NE,# b 71 N S OWNER I�U' �� C G cJ►� el.� f S U t'1 S�. f,q< OWNER ADDRESS OOWNER PHONE 6 �� — �.�D 7 Z 3 / C ESTIMATED COST $ 42 (> r IS THIS A CONTRACT COST? ,-OYES NO 1 a. FEE ENCLOSED$ I o o TYPE OF JOB: s0R•CO _New Installation Alteration/Addition Repair -�-7 l.P � Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO O BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE 13 MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 6;)2 �F sr /-'y3 / c 7-- CONTRACTORS LICENSE NO. TYPE STATE 2/ SIGNATURE OF APPLICANT DATE / ���+' /� DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR j�6 U 5 5- BUILDING DEPARTMENT APPROVT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 (Date) (Building In r) Application must be printed or typed FEE SCHEDULE oCton of Job /y / 47 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# O W N S f OWNER !� ,/ 4 ✓ i-. C' T U S OWNER ADDRESS f2 r �- OOWNER PHONE 7 C = ESTIMATED COST $ 0 V IS THIS A CONTRACT COST? S NO , FEE ENCLOSED$ / S TYPE OF JOB: if 1-7 Z SOR•Co _New Installation al teration/Addition Repair T 2,6 1(, 6 l�7 Revised 12/22/11 � r APPLICATION FOR HVAC PERMIT • TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: f � � APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: Tic APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME: nVj �V�^ �G NAME: ❑ADDITION PHONE NUMBER. ��5' r7 T(/ -S 2-- PHONE NUMBER: ��/ EXISTING BUILDING ADDRESS:_�26 Imo(t�� K ADDRESS/ n TYPE OF USE: COMMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM:�EATINGA/C HEATING: TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MOL NO :. < < n 8 ESTIMATED COST:S AIR CONDITIONING: DESIGN TEMP:OUTSIDE °F INSIDE °F DIFFERENCE F° FEE ENCLOSED:S O T TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): V FEE SCHEDULE:S18 PER SI,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER. (.26 CENT EDUCATIONAL FEE IN L DED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE* STATE: SIGNATURE OF APPLICANT: G DATE: Load Short Form Job: Date: 01/1 51201 8 ' Building By: Setrite LLC Project • • For: JKS 1265 John Fitch Blvd, South Windsor, CT F-- Design Information - --- Htg CIg Infiltration Outside db(°F) 0 88 Method Simplified Inside db('F) 68 75 Construction quality Average Design TD (°F) 68 13 Fireplaces 1 (Average) Daily range - M Inside humidity{%) 50 50 Moisture difference(gr/lb) 47 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 2895 cfm Actual air flow 2895 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Ht9 9 AVF CI AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Space 3030 88147 54128 2895 2895 Building d 3030 88147 54128 2895 2895 Other equip loads 0 0 Equip. @ 0.93 RSM 50231 Latent cooling 6267 TOTALS 1 3030 1 88147 1 56498 1 2895 i 2895 ftlik"alic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 201&Jan-15 144.26.46 'A- wrightSOft Right-Suite®Universal 2017 17.0,23 RSU20986 Page 1 k/ C:HJsersypplenzio\Documerds\Default rup Calc=MJ7 Front Door faces. N T4LS7-4952 GLAS� • MECHANICALSERVICES 6 COP7TROCTIOP 860-3 douflliLvmechacucalsarvices Com ServePro of the Windsor's 22 Thompson Rd East Windsor,CT Attn:Tony Location AS 1265 John Fitch BLVD South Windsor Cr Quoted price to include-AS fire next door to space(smoke damage),Replacement of duct work as well as furnace and cooling coil. • Supply and install new American Standard gas fired IS Replace existing secondary drain pan furnace • Seal all duct work with mastic • Install new American Standard A/C coil • Any and all stamped drawings by others • Supply and install up to 20 supplies • 1-year full warranty included • Supply and install up to 7 returns • Pipe insulation • Supply and install custom fabricated trunk duct work to • Fire protection service 2 zones • Cut patch • All new trim as applicable for system • Duct blast • All demo of existing system • Current sizing and or operations problems • Tie in gas lines • Any and all issues with make-up air • Tie in existing flue • Any and all issues with condensing unit • Tie in existing drain for system Quoted Price:S 17,000,this price does include taxes. *Permit fee is NOT included(if required),and will be billed upon final invoice. Payments are to be made as follows: One half upon initial signing of contract, final half upon startup of new heating and/or AC equipment.This proposal is withdrawn if it is not accepted within thirty(30)days. if payment is not received when due,interest will be charged on the unpaid balance at the rate of 1 % % per month and you will be liable for all costs of collection including all reasonable attorney fees. • Prior to starting any work,our technicians will lay down tarps and/or plastic runners to insure no dirt or debris gets onto your floor,if needed. • There will be a 3%charge on total price to process your payments if paid by credit card. • After each day of work and the total completion of the project,our technicians will thoroughly clean-up after themselves and remove any leftover materials or garbage. • Any technician performing HVAC work will be properly licensed by the State of Ct, Department of Consumer Protection or be a registered apprentice with the CT Department of Labor. • All employees are fully covered by Workers Compensation and General Liability Insurance.A certificate of insurance will be provided upon your request. • There are numerous utility and manufacturer rebates available for high efficiency equipment. Please visit our website at www.douglasmechanicalservices.com,and click on the links. One-year warranty on all workmanship performed,Ail Applicable warranties from manufacturer I am available to discuss any questions you may have. Thank you for this opportunity to quote your mechanical needs. Douglas stgrteyawt Authorized Signature of DMS Customer's Signature 820 Four Rod Rd,Berlin,CT 06037 company@douelasmechanicalservices.com CT.HVAC Ur—#S1394918/CT Home Imp.Reg.#HIC.0645793 Office 860 357 4952/Fax 860 3574803 BBB Accredited since 2012,A+rating for 5 years of continuous accreditation! �' ADOUCl ASL MECSAxICIIL SEFRICES CONSTRUCTION ■ 860-3524952 www.douglasmecha.=alservices.00m January 30,2018 ServePro of the Windsor's 22 Thompson Rd East Windsor,CT Attn:Tony Location AS 1265 John Fitch BLVD South Windsor Cr To Whom It May Concern: This letter is to authorize Jill Sturtevant to pull permits for impending job. If you should have any questions please do not hesitate to contact me at 860 573 4435. Thank you. Sincerely, A yla cY-Jturtevant Doug Sturtevant-HVAC TechNice President NORM HEATING,PIPING&COOLING L'NLI1,11 FED CONTRACTOR LIMITED SHEET'METALIOURNEIPERSON DOUGLASJ STURTEVANT DOUGLAS]STURTEVANT 207 TREE MLLRD 207 TREE HILL RD BERLIN,CT 06037-3062 BERLIN,Cr %031-306' "l♦<; i-AF.-�fdCS "----------���(`.�V�—�.... _-FYPIF1Ffi._.....-._ Ll� ftirC;NO ..-_.-E�FC�� ._.__. i',L,.:, HTG.039W111/2017 08/31/2I118 SHM-000044217-S 09 01/2017 31SIGN 820 Four Rod Road,Berlin,CT 06037 SALEPSERVIWINSTALLTIOWHOME IMPROVEMENTSCT License#S1394918&HIC#064S793 S APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: AP�O�VED-. BLDG.PERMIT NUMBER: r DATE CTOR LOCATION OF WORK: /d 6.S v 0 7 APPLICANT: OWNER: TYPE OF STRUCTURE: -y� //II ❑NEW BUILDING NAME: 4�L,-CT/Z/O L L NAME: LII A 9 6 0AW C A N o ADDITION PHONE NUMBER: S'rElO- V 3G-3 3 77 PHONE NUMBER: gEMSTING BUILDING ADDRESS:__3-15'B N&IT/nE� ADDRESS: /dS '56w. J20 S• Lc/i n/0 5 oic• ("�'T U b U'7'a �v,lt{� G✓'t►�ldu�,Cl�dbo7�f TYPE OF USE: ' ❑RESIDENTIAL COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: H A) //J.S-fA 4-4� Zl 6,14-r.5 54-77c.N 4_4 ct . SIZE OF SERVICE: Ex t s,�n of /Sy A 1� 1,J)2 c tit.,i; ya nT e rZ C4) SIZE OF MAIN SERVICE: Ex t s r'^a 0/0 ID~A 16 eAuS•a cl S t-I / <,2 4=7 NUMBER OF METERS: / NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: / ESTIMATED COST:S NUMBER OF SWITCHES: / NUMBER OF LIGHT FIXTURES: 4 FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: — -t—2 C' U FEE SCHEDULE:$18 PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: / ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: 3 PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: �Z TYPE: E' STATE: C SIGNATURE OF APPLICANT: DATE: ��/z Z/ .2ct 8o o6�;S p M a APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: ' o b 4 3 LAPP O BLDG.PERMIT NUMBER: DATE ^PECTOR LOCATION OF WORK: 2� 1-0 H-,✓ iGbh t3LV t) �i(� /�df0 t,-- Ulla (0 APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME��tr\d � � '7 NAME: �- �g�InFCIp1J ❑ADDITION PHONE NUMBER/3b 0- b I V / I PHONE NUMBERo&F' ��D '1 Z J STING BUILDING ADDRESS:Ls- �I D�DJ!'� le,�`�- ADDRESS: I2 b S---T W F7Tcr} f3L y D TYPE OF USE: Ln.eoMIAERCIAL PLUMBING INFORMATION: /FURTHER DESCRIPTION OFF WORK: TYPE OF INSTALLATION: lil /"f-S lam) /V F- ! �J ' NO.OF TOILETS: STYLE: NO.OF BATHTUBS: NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? f� oYES oNO ESTIMATED COST: $ -�S" SIZE OF WINDOW: SIZE OF DUCTS: SEWER OR SEPTIC TANK: FEE ENCLOSED:S � 00 SIZE OF WATER PIPING AND RISER: 2 3`j WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDINGG CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.:y-,M-S— 1J TYPE: 0 STATE: LT SIGNATURE OF APPLICANT_ DATE: 8 O bcr"(, gel I I1 ({1 7 /I ! f 7� -WEE quo NOW .� i ,yg .7 T I W b Y✓ �' f I err STRUCTURAL Final Report of Special Inspections ENGINEERS p COALITION C ONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Birch Mountain Enterprises Location: 11 Kimberly Drive, South Windsor, CT 06074 Owner: Birch Mountain Enterprises Owner's Address: 11 Kimberly Drive South Windsor, CT 06074 Architect of Record: Russell&Dawson, 330 Roberts St., East Hartford, CT 06108 Structural Engineer of Record: Robert M. Dawson, III, P.E. 330 Roberts St., East Hartford, CT 06108 To the best of my' information, knowledge and belief, the Special. Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuatiort sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, ``��u�u���ur� 1 OF Special Inspector ���`�GON ' ,,lam Q0�Qi�'t1�••Dq••'• /p'. Robert M. Dawson, 111, P.E. (Type or pri m'e .; ; U z • oENgE.�C?� S' nature Date Design Professional Seal SEC/CT Form 102 Final Report of Special Inspections ©SEC/CT 1999 STRUCTURAL Statement of Special Inspections ENGINEERS p COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Birch Mountain Enterprises Location: 11 Kimberly Drive, South Windsor, CT 06074 Owner: Birch Mountain Enteiprises Owner's Address: 11 Kimberly Drive South Windsor, CT 06074 Architect of Record: Russell&Dawson, 330 Roberts St., East Hartford, CT 06108 Structural Engineer of Record: Robert M. bawson, III, PE. 330 Roberts St., East Hartford, CT 06108 This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, Structural Engineer and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official, Structural Engineer and Architect of Record. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official, Owner, Structural Engineer and Architect of Record. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: As required or❑ per attached schedule. Prepared by: , Robert M. Dawson, X 1 (type or print name) y 12113105 S at r Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date SEC/CT Form 101 CT Statement of Special Inspections • ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 3 of 6 Soils and Foundations Project: Birch Mountain Entrprise, S. Windsor, CT Item Agent No. Scope (Qualif.) 1 Shallow Foundations 2 Observe in-situ conditions where foundations are to be placed on existing virgin soil to verb adequacy of soil. Verify proper preparation of the footing bottom including dewatering when applicable in accordance with Contract Documents. 2. Controlled Structural Fill 2 A. Verify that all unsuitable foundation materials are removed. 1705.7 Sample each type offill material to be used prior to placement. Conduct sieve analysis to determine compliance with specified standards, local code, and geotechnical report(if applicable). B. Provide compaction test results based on representative Proctor tests. Test each day offill activity with sufficient frequency to ensure proper placement. C. Refer to Contract Documents for additional test requirements if applicable. 3. Deep Foundations n/a n/a 1705.8; 1705.9; 1816.13 4. Other n/a n/a SEC/CT Form 101 CT • Statement of Special Inspections • ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 4 of 6 Cast-in-Place Concrete Project: Birch Mountain Entrprises S. Windsor,CT Item Agent No. Scope (Qualif.) 1 Mix Design 1 Review mix design submittals for all classes of concrete specified 1705.4.1 for the building structure(foundations and slabs)within the Contract Documents. 2. Material Certification 2 Obtain and review material certificates for materials used in the 1705.4.1 mix designs. 3. Reinforcement Installation 2-ACI Inspect placement of reinforcement for all supported slabs, walls 1705.4.2 and foundations to insure that proper material has been installed, that proper quantity has been placed and that proper locations and coverage have been maintained in accordance with ACI 318, Contract Documents and shop drawines. 4. Post-Tensioning Operations n/a n/a 1705.4.5 5. Batching Plant n/a n/a 1705.4.4 6. Formwork Geometry 2 Verify that proper reinforcing clear cover and geometrical CT 1705.4.3 requirements are provided in accordance with Contract Documents. 7. Concrete Placement 2-ACI Perform adequate field testing to insure that the concrete being 1705.4.4 placed and operation of concrete placement meets the requirements of the Contract Documents, and ACI 318. Reference infix design submittal for appropriate concrete class. 8. Evaluation of Concrete 2-ACI Prepare adequate number of cylinders in accordance with ACI Strengths 318 and the Contract Documents. 1705.4.4 9. Curing and Protection 2-ACI Verify proper curing procedures in accordance with ACI 318. 1705.4.4 Note materials on site to facilitate curing. Report curing activity while at the project site for other activities. 10. Other n/a n/a SEC/CT Form 101 CT • Statement of Special Inspections • ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 5 of 6 References Project: Birch Mountain Entrprises S. Windsor,CT 1 ACI 318-95, Building Code Requirements for Structural Concrete, Chapter 3. 2. ACI 318-95 BuildingCode Requirements for Structural Concrete 7.4 7.5 7.6 and 7.7. q , § , 3. ACI 318-95, Building Code Requirements for Structural Concrete, § 18.18. 4. ACI 318-95, Building Code Requirements for Structural Concrete, Chapter 4 and § 5.2, 5.3, 5.4 and 5.8. 5. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.9'and 5.10. 6. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.6. 7. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.11, 5.12 and 5.13. 8. ACI 530.1 /ASCE 6/TMS 602—95, Specifications for Masonry Structures, §2.3. 9. ACI 530.1 /ASCE 6/TMS 602—95, Specifications for Masonry Structures, §2.6. 10. ACI 530.1 /ASCE 6/TMS 602—95, Specifications for Masonry Structures, § 3.2. 11 ACI 530/ASCE 5/TMS 402—95, Building Code Requirements for Masonry Structures, Chapter 8. 12. ACI 530.1 /ASCE 6/TMS 602—95, Specifications for Masonry Structures, §3.5. 13. ACI 530.1 /ASCE 6/TMS 602—95, Specifications for Masonry Structures, § 1.8. 14. ACI 530.1 /ASCE 6/TMS 602—95, Specifications for Masonry Structures, § 1.4. 15. ACI 530/ASCE 5/TMS 402—95, Building Code Requirements for Masonry Structures, §4.2 and 5.14. 16. AISC ASD—89, Specification for Structural Steel Buildings—Allowable Stress Design and Plastic Design, §A3.4 and A3.6. 17. AISC LRFD—93, Load and Resistance Factor Design Specification for Structural Steel Buildings, §A3.3 and A3.5. 18. ASTM A6—95c, Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use. 19. ASTM A568—95, Specification for Steel Sheet, Carbon and High-Strength, Low-Alloy, Hot-Rolled and Cold Rolled, General Requirements For. 20. RCSC-85 (88), Specification for Structural Joints Using A325 or A490 Bolts, §9. 21 AW S D 1.1 —92, Structural Welding Code—Steel, § 6. 22. AWS D1.1 —92, Structural Welding Code—Steel, § 7.8. SEC/CT Form 101 CT • Statement of Special Inspections • ©SEC/CT 1999 Sheet 2 of 6 Project: Birch Mountain Entrprises, S. Windsor, CT Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this Oroiect. The construction divisions which require special inspections for this project are as follows: ® Soils and Foundations ❑ Cold-Formed Steel Framing ® Cast-in-Place Concrete ❑ Spray Fire Resistant Materiol ❑ Precast Concrete ❑ Wood Construction ❑ Masonry ❑ Exterior Insulation and Finish System ❑ Structural Steel ❑ Special Cases Inspection Agents Firm Address 1 Special Inspector Russell and Dawson 330 Roberts Street Robert M. Dawson III East Hartford, CT 06108 2. Testing Laboratory Materials Testing Co. 200 Rowe Avenue Milford, CT 3. Testing Laboratory 4. Other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Professional Engineer experienced in the design of buildings. Key for Minimum Qualifications of Inspection Agents where indicated on Schedules PE Professional Engineer EIT En in ering in Training ACI American Concrete Institute Certified Concrete Field Testing Technician AWS American Welding Society Certified Welding Inspector ASNT American Society of Non-Destructive Testing-Level II or III Qualifications of inspection agents may be indicated on the Schedule in instances where the Structural Engineer deems such requirements are appropriate. SEC/CT Form 101 CT • Statement of Special Inspections • ©SEC/CT 1999 MATERIMSS TESTING, INC. .�� �trl�("P0 ji 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP p Accredited COMPRESSION TESTS 6" "0320 Specific Scope Accredited ( x 12 CYLINDERS)ASTM C-39 CLIENT: Birch Mountain Earthworks M-103AB 1265 John Fitch Blvd. South Windsor, CT 06074 \\\\\}t IIII i11lll10//j Attn:Mr. Daren Rockicki \p� GO'^dl��C!Gy�� PROJECT: Birch Mountain Earthworks � T 14, �^;�' � f_ /Cs O U Kimberly Drive = ti% �hH;•: '-' .4 1 p .. ..R,� l South Windsor, CT -- No.231SC.4 ; LOCATION: Foundation wall: piers 1 B, 1 C, 1 E, 1 F; 1 line from A.5 to F. ''"A%'�'•:% ' CONCRETE SUPPLIER: Tilcon Concrete ''�:/,, '' `'l % •'' DATE CAST: 12-30-05 DATE RECEIVED: 01 04 06 TEMPERATURE-AMBIENT: 35OF CONCRETE: 720F SLUMP: 5" AIR CONTENT: 7.5% TRUCK NO.: 127 SAMPLING TIME: 3:00 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBSJCU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE,LBS./CU.YD.: WATER,GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH-PSI M-28945 7 28.38 01-06-06 56,500 2000 M-28946 28 28.36 01-27-06 84,000 2970 M-28947 28 28.38 01-27-06 80,500 2850 M-23948 56 28.24 02-24-06 91,500 3240 aterials Testing, cc: Client William J. Soucy cc: Orlando Annulli&Sons, Inc. f est reports may rot be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code I D0320. Apr MATERIALS:TESTING '1 'N'`rooi 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 -(203)878-2765 � 871 STAFFORD ROAD-EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks `����11111111111///j��7� M-105AB 1265 John o `��a N �°�,F� South Windsor, CT 06074 , Attn: Mr. Daren Rockicki Q .�o /c, • n O b PROJECT: Birch Mountain Earthworks Kimberly Drive No.22264 South Windsor, CT LOCATION: Footing D2 CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 01-06-06 DATE RECEIVED: — 01-09-06 TEMPERATURE-AMBIENT: 35OF CONCRETE: 720F SLUMP: 4 3/:r AIR CONTENT: 6.8% TRUCK NO.: 135 SAMPLING TIME: 4:15 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 -- - ------CEMENT, LBS./CU.YD.:LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: ...._..._._.____ ----------- ....._....------- COARSE AGGREGATE, LBS./CU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH-PSI M-29002 7 28.26 01-13-06 43,500 1540 M-29003 28 28.40 02-03-06 86,000 3040 M-29004 28 28.50 02-03-06 83,500 2950 M-29005 56 28.36 03-03-06 95,000 3360 Materials Testing, Inc. Souc cc: Client William J. cc: Orlando Annulli & Sons, Inc. 9s est reports may not be reproduced without the express pernvssion of materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the t.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope or accreditation under Lab Cede 100320, MATE -( MALS TESTING, INC. 200 ROWE AVENUE•1%IILFORD,CONNECTICUT 06461. •(203)878-2765 1 C, %j0.W01 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268 •(860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 02-28-06 REPORT NO: M-1017 CLIENT: Birch Mountain Earthworks AMBIENT TEMP: 18-40°F exterior 1265 John Fitch Boulevard 40-60°F interior South Windsor, CT 06074 Attn: Mr. Daren Rokicki ��11111tIU(/$�IIiER: Clear, sunny Oc C014% PROJECT: Birch Mountain Earthworks d,`�,-�pr!R10.�'� Kimberly Drive �` ,`�s� .���►� '�9J�,nG `� t'J South Windsor, CT * i :364 SUBJECT: CONCRETE PLACEMENT INSPECTION =°`�`,���`. Concrete Placement Locations: Slab on grade (interior), A`'lihe'to,F`�ine from 1 line to 6 line. Total Concrete Yardage This Date: 100 cubic yards @ 3000 PSI, Mix#300108. All reinforcing steel was properly placed in accordance with drawings: S-1, S-2, dated 11-03-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: None Materials Testing, Inc. Inspector, John Sebastianelli William NJ - . Sou 1cc: Client 1cc: Orlando Annulli & Sons, Inc. Igs Test reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endoisemenl by NVLAP or any agency of the U.S.Government Results only relate to items tested NVLAP accredited for the specific scope of accreditation under Lab Code 100320 MATERIALS TESTING INC. A 200 ROWE AVENUE - MILFORD, CONNECTICUT 06461 - (203)878-2765 1111kawoo 871 STAFFORD ROAD -EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 02-24-06 REPORT NO: M-1015 CLIENT: Birch Mountain Earthworks 1265 John Fitch BoulevardJy':.1�� South Windsor, CT 06074 r� Attn: Mr. Daren Rokicki t" PROJECT: Birch Mountain Earthworks \: Kimberly Drive South Windsor, CT SUBJECT: FIELD DENSITY TESTING - (ASTM D-2922-D-3017) Materials Testing, Inc. Inspector visited the above project this date as requested to perform field density testing on bottom of slab on grade within walls for new building. Material: Processed Gallasso Processed gravel Proctor Value: 149.4 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT - % COMPACTION Elevation: bottom of slab on grade 1 B line between lines 5 and 6 4.7 98.8 2 B line between lines 1 and 2 4.5 98.1 3 3 line between lines D and E 4.1 97.3 4 6 line between lines E and F 4.0 96'.0 5 1 line between lines E and F 4.0 96.5 Materials Testing, Inc. Inspector, Roger Hayward AZ 1 cc: Client William J. SOucy - 1 cc: Orlando Annulli & Sons, Inc. Igs Test reports may not be reproduced without the express pemxssion or I t?:?r-ars Testing,Inc Test reports,ap;t not be.used to claim product endorsement by NVLAP or u,v 7aenry of n,e U S Government. Results only relate to items tested. NVLAP accrediw-1 top the specific scope of accreditahor under Lab Code 100320 � � 1 11 • • ' 1 � I � • I 1 ; : r mosomm::: ■:::::::: :::::::::':::::::::::::::::it:::::E�i::: 7.3 ■t■m■mEm■ ■E■EEBB 00EEEtEE■■ "MONO/■■E■■■■■//■■■/■■■/■/■/■■ • noon/■/// ■■■EEmomE■■iEai■■i■■//■/■■■■■■■■■■■■■■itnti■■/■■■ • ■■■■■■■■■ ■■■■■■an■sE■an■■■t■Ins■■nnatna■■ass■■■sommomm■■■■ • ■■■■■■Ent ■iaommo■■it■i■■o■■■ ■o■■■■■■m■■■■■■■nom■on■■■Ei■■ ■immomism ■n■mm■n■■■■■■■■■■■tC■.■■■■■■n■■■■■■■■■■ ■■■■■■■■■ processed gravel■■■onto■■ ■ommomm■■a■■■■■tot■ ■.ni■■.■t■■■aE■■■■/Coon■■/■■■ ■in■.inns ■.■tta■■sEt■n■■■iaiEs.attnEnmt■■i■■tii■■tin■■s■ • •WWEW aEEaiaEi■■EE■EaEi/o R: ills/■Ea■■//■■■/■Ema■■EZ: Ntom/■ "E■t■t.i■it■tt/■/■■■./■i■i/■■■i/i//it■■//■t■//t■ ■iiiEEiot ■■mom ill■■salon■E■■mt.iEmommmmmEEEEtntEsoEoioiio■ �. ■nnoi■nm■ mom■■■■■tti■■not■tnon sotot■imtniinnnsm/iiIasnomn■ • • by ■ommomm■i EE■iatoionE■■tniinotllnotintmntEttEEtnminnamommo■ asannmm�■ Eamon■nit■■non■■■ntontananinmsina■nntEmm�■natntn■ :::: Emommosommoommungs man � . nntattnnneni■■■tiEmt■■it■■■nimn�/■■t►'n/mnsiitn■inntinEnisi■ - - -• � �• mEEsEtEEE■ ■■■a■EEs■■■amtmum■■/monsE� unsunn MEEscus■ ■EEEaE■amaNEEEEEEE■EEEEEEaEE■ � ■■iEEE■EtmEiitiiEEEttiamtltmtiEEUtt■■i/sitsinstiE■■/t:i■iEtinimniaiiintimniE■■tots■ ■tnii■■■■■ ■■m■■EEmE■■■■i■■E■mtttnnii■■■t■i■■n■■Ennnanamm�Zin■■smsimU nniss■tnsonMENOMONE■ ■sni/isms■ ■■EEO■EEO■aaiEEE■.":■r■���■E■\'a■E■■■■■■■i■■■■■■ ■t swoons■Eomom iMEMBER tnommon■o■ ■.........:..............■_,.:.. ..........■mmmmmn■mssEnE■E■■mtsniintistmmommnnnm■■t.asasnm � :::::::: :::::::::::::::::::::111111::':':::mmmomm:: :::::::::: : .:RAW::::::::.::::::::: '::on 00 :: :::::::::::::::::::::::: :::::: :::::::::::::::::::::::::::::::�1:::::::son loansson::::::::::::::::CEmmons:::::::Emmons :::::::::':::::::::::::::::::':��:::::::::me0JEWIowa mom mono ::::::::::::::::::::::::::::: ..■ii■i.oE.■■■..a■itmoo■■Eoion:t11E■nEmomtiEont.►E■ so on: ■EEE■Etimtiaian■■tot■mEiii■n■ ■/EEO■/E■ ■E■I.ism■■■E■i'tiiEiin/1IEEEEtmomiE■E■E.\.\EEEO■EE■■iiEiisiiittiEi■isEEstiiEiiiiE■ ■■tit■■■■ia■//t■iEttE■Ea■■■■nmatlsis■■Eimssti■■►`�EEn■iii■tine■EEEtiinntiti■■■iim.nasEiitn■ :siloCCiiiii:iiiiii :1KNEENUM ■WAMOMMONO women iiii:iiiii ■i■nnniin . on 0 on ONE on■aim ian Us ON an ■i■i■■tntallnimmommnmmommon■.•■►■a■aisonnann■tE■sm:inaiiinsmmii■■titan ■sntEammn man■■■an■ ■n■■■t■:111wt■ionsommommomn■i0:a ME■NE■Emom■■iin■ ■■ao■mmnmtmonnomm■■ ■tEEEimtL ■s■nniiamiissill■inns/ni/EEEEtatiimiii/1�...i■■iE■Entiitiitt:iiiiiiEstmianiiiii■E......... .........ninn...........................'..,,.........i................m......... E■■ioi t■iEotEEittioEootitEEEoiooEn■■EEoi■■nE■m�nioinniEoioioitminiiE■ti■ ......... is HIM ■■i■mitEmti■ittintnmiinint■a�to■■itats■■1�■a\'ntnt.tics/innimtt■aiinnn■:ion■atnm■ ■C:::::::::::::::::::::::C:monsommono :C::::moson i::sill■'::::::::::::::::::::::::::::::: ■■NEE/■EEO■aaaaEEEa■■Ei■■m■■EmE■■m Emmons E/o■■■mmmmii,SEE■►�Em■EEE■EE■Ei■■Eamtmmmi■/immEEii/■ • �i::C:::::::::: Cn :::::::C::::C::::CC::e'::C:::C: :::i::C'::::MENEM :::::::::CC:::::Us :ommomC::::::::momom ::::::::::::::::::':::::::::::::::::::E: ::::::E::::::::::::::::::: ........■E■■inii/tnt mom it■■ssi■nn■nasom ■■ssomm■nnmman mom ■■mnminnimnma■sn■EamaEmn■mm�nnn■ :isimmomom :os::mos:C:::::::::::::::::::.::::::::::::::::::::::::: ..............■mtmn■m■........................... ................... ................... ..■EEO/a..mom.■Eaa■EUNEEEEEEiaiEEtEEEE/aEEEEEEEE■ ■EEEEEE■EEEEmE■a■■E:/ataEitE/EEEEEEEE■E :: :::::::::::::::::::::::::::::::::::::::::::mom::: ..........an....i...■n...n■Eo SOMEONE nttRoom aaiiiinntniini■■iai■ioaaitEEEi■aEoimEiamtinnn■ ■■■■m■mnm■ ■n■a■mmnnamasaNEE■t noun■s■nntmn■tonnesn■ontmmnm■■ma/nttnmtn/n■mmmn■■mmm■■■■■nn■ ■naiEmm�E■ ■E■EiiEtiiiiaiiiiinmi Nelms tatmamiiti0EtmiE/sill■............................... ■mmna■■nam E■a■mm■■Em■/■■ansommoson ■■m■mnnm■■Emaimanson■■m0Et■■a■t■■nmsmn■■n■tmm�■m■■................... no..... ........■aE■in■innsmntniEa!■nmt MEMO nMEN nEnanna■........ow ..mom .................. . ......... ....................................0 Manama ... ......... ....i........................ oon .....om no ..........EEaa/taEaEEEaEEEK■E■EaiEEEEamEEEMEN MEmEsa■■:EEmtiEEm■tEaaEaaam■■aEEE/EEO■ 1 . • .011PP0M%`` - - -- 14 MATERIALS TESTING, INC. �- [ 200 ROWE AVENUE MILF ,ORD CONNECTICUT 06461 • (203)878-2765 871 STAFFORD ROAD •EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 COMPRESSION TESTS (6" x 12" CYLINDERS) ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-106A 1265 John Fitch Boulevard South Windsor, CT 06704 Attn: Mr. Darien Rokicki 6 Birch Mountain Earthworks w EM w' 1' w PROJECT: �'� V Kimberly Drive =: South Windsor, CT F from 5.25 to 6 LOCATION: Foundation wall, 6 line from C to F, 4 FSSf E ' CONCRETE SUPPLIER: Tilcon Concrete ---•. DATE CAST: 01-10-06 DATE RECEIVED: _- 01-13-06 TEMPERATURE-AMBIENT: 40OF CONCRETE: 68OF SLUMP: 4 3W AIR CONTENT: 7.5% TRUCK NO.: 132 SAMPLING TIME: 9:45 a.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 ----- CEMENT, LBS.ICU.YD.: FINE AGGREGATE,LBS.ICU.YD.: COARSE AGGREGATE, LBS.ICU.YD.: -- WATER, GALS/CU.YD.: _ ADMIXTURES: Darex/Polyheed/Polarset AGE CYL. DATE COMPRESSIVE 7ftINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI 074 7 29.06 01-17-06 57,000 2020 075 28 29.10 02-07-06 87,500 3100 076 28 29.00 02-07-06 87,500 3100 077 S are 28.98. S are aterials Testing, c. William J. ucy 1cc: Client 1cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced vnlhout the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to t,.ms tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320 ( MATERIALS TESTING INC. Tc-VT 200 ROWE AVENUE -MILFORD,CONNECTICUT 06461 - (203)878-2765 871 STAFFORD ROAD - EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Moun`:in Earthworks `����\�1�1tEllp!///%/✓go✓ M-105A 1265 John Fitch Blvd. ``���`O� CO��t/1/ G��✓?���� South Windsor, CT 06074 ` �, pSA No'�,f� Attn: Mr. Daren Rockicki ��:,. �.� PROJECT: Birch Mountain Earthworks Kimberly Drive ` South Windsor, CT %:; 'BSc,.• `: , ' �`` LOCATION: Footing D2 CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 01-06-06 DATE RECEIVED: 01-09-06 TEMPERATURE-AMBIENT: 350F CONCRETE: 72"F —� I'I SLUMP: — 4 3/4" AIR CONTENT: 6.8% TRUCK NO.:------ 135 SAMPLING TIME: 4:15 p.m. — CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE,LBS./CU.YD.: ---- ----- ------ WATER, GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-29002 7 28.26 01-13-06 43,500 1540 M-29003 28 28.40 02-03-06 86,000 3040 M-29004 28 28.50 02-03-06 83,500 2950 M-29005 56 28.36 03-03-06 Materials Testing, Inc. William J. So y 1cc: Client All 1cc: Orlando Annulli & Sons, Inc. Igs Test reports may not be reproduced mthout the express permssion of Materials Testing.Inc. Test reports must no(be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only retire to deans tested. NVLAP accredited for the specific scope of accreditation under Lab Code 1003,20 MATERIALS TESTING INC. IVC'T 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 - (203)878-2765 G 871 STAFFORD ROAD -EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972� NVLAP#0320 COMPRESSION TESTS (6" x 12" CYLINDERS) ASTM C-39 Specific Scope Accredited 0 ���1�11lltlfllll0/;.�r O "a hAo ��'�r CLIENT: Birch Mountain Earthworks ��. �� . c�,".1�-104A 1265 John Fitch Blvd. ti`r •• s<�4� South Windsor, CT 06074 ,J ' � V V Attn: Mr. Darien Rockicki ilk ra t PROJECT: Birch Mountain Earthworks ':i 10 ` Kimberly Drive South Windsor, CT `'r'••,r;;... LOCATION: Foundation walls: 1 line from A to A.5;A from 1 to 3 CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 01-05-06 DATE RECEIVED: 01-09-06 TEMPERATURE-AMBIENT: 41-F CONCRETE: 660F SLUMP: 4'/," AIR CONTENT: — 7.9% TRUCK NO.: 134 SAMPLING TIME: 3:45 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 — CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: li COARSE AGGREGATE, LBS./CU.YD.: WATER, GALSlCU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-28998 7 28.88 01-12-06 48,500 1750 M-28999 28 28.88 02-02-06 85,000 3010 M-29000 28 28.94 02-02-06 87,000 3080 M-29001 Spare 28.84 Spare Materials Testing, Inc. William J.Nsou cc: Client cc: Orlando Annulli &Sons, Inc. gs est reports may not be reproduced without the express permssion of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320 MA ta ] TER.IALS TESTING, INC. 14410=00oi 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 - (203)878-2765 L 871 STAFFORD ROAD - EAGLEVILLE, CONNECTICUT 06268 - (860)487 1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-103A 1265 John Each Blvd. South Windsor, CT 06074 �:lti;tt�tldfft"/� Attn: Mr. Daren Rockicki PROJECT: Birch Mountain Earthworks Kimberly Drive � ch South Windsor, CT = U��' •V 0 No. 59 LOCATION: Foundation wall: piers 1B, 1C, 1E, 1F; 1 line from A.5 to F. 'O�'•,"Ic�NS�° `�`,', CONCRETE SUPPLIER: Tilcon Concrete NlF4i+rlt.t DATE CAST: 12-30-05 DATE RECEIVED: 01-04-06 TEMPERATURE-AMBIENT: 350F CONCRETE: 720F SLUMP: 5" AIR CONTENT: 7.5% TRUCK NO.: 127 SAMPLING TIME: 3:00 P.M. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-28945 7 28.38 01-06-06 56,500 2000 M-28946 28 28.36 01-27-06 84,000 2970 M-28947 28 28.38 01-27-06 80,500 2850 M-23948 56 28.24 02-24-06 Materials Testing, Inc. 1 cc: Client William J. Sou 1cc: Orlando Annulli & Sons, Inc. gs esl reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the ).S.Government Results only relate to items tested NVLAP accredited for the specific scope of accreditation under Lab Code 100320 A01" 1� 1�'VA4 MATERIALS TESTING INC.'Qk KI t VON, 200 ROWE AVENUE•MILFORD,CONNECTICUT 06461 •(203)878-2765 Nft.0/1i 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268•(860)487-1972 NVLAP#0320 Specific Scope Accredited DATE' 01-26-06 REPORT NO: M-1000 CLIENT: Orlando Annulli & Sons, Inc. AMBIENT TEMP: 35°F P.O. Box 610 Manchester, CT 06045-0610 .,:1 ; a�,�, Clear Attn: Mr. Ernie Babineau PROJECT: Detroit Diesel 330 Smith Street - 6 Middletown CT ZICE SUBJECT: CONCRETE PLACEMENT INSPECTION � /0(VA`; 11i.lil Concrete Placement Locations: Foundation footing, line B-1 going north, continuous to A- 9. Total Concrete Yardage This Date: 20 cubic yards @ 3000 PSI. All reinforcing steel was properly placed in accordance with drawings: #R01, dated 11-28-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: None Materials Testing, Inc. Inspector, Jeffrey Joslyn William J. So 1 cc: Client 1 cc: Russell & Dawson Igs Test reports may not be reproduced without the express permission of Nlalerials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only re.ale to dens tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320 PP- -41► MATERIALS TESTING INC. TespT �at �� 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 �[(� 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 9 (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-105 ,rt a 1265 John F'.ch Boulevard South Windsor, CT 06704 Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks Kimberly Drive South Windsor, CT /CENSFr' LOCATION: Footing D-2 line pi„j,L,� CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 01-06-06 DATE RECEIVED: 01-09-06 TEMPERATURE-AMBIENT: 350F CONCRETE: 72"F SLUMP: 4%" AIR CONTENT: 6.8% TRUCK NO.: 135 SAMPLING TIME: 4:15 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBSJCU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: Darex/Polyheed AGE CYL. DATE RESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. OVENGTH-PSI M-29002 7 28.26 01-13-06 43,500 1540 M-29003 28 28.40 02-03-06 M-29004 28 28.50 02-03-06 M-29005 Spare 28.36 Spare a Materials Testing,AC. /SAL , X,V William J. ducy 1cc: Client 1cc: Orlando Annulli&Sons, Inc. f est reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. MATERIAL s TESTING INC. -c 14t`roo i 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 EE 871 STAFFORD ROAD e EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 ?qL NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS) ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-106 1265 John Fitch Boulevard 1��;;1:IIIIE//// "s/e;. South Windsor CT 06704 . .++-i"I. : . Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks ; Kimberly Drive - rf' ; �/ ��• v G w , South Windsor, CT - 1,110Etd`��G' �•�' LOCATION: Foundation wall, 6 line from C to F, F from 5.25 to 6 'A CONCRETE CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 01-10-06 DATE RECEIVED: 01-13-06 TEMPERATURE-AMBIENT: 40OF _ CONCRETE: 68°F SLUMP: 4'/" AIR CONTENT: 7.5% TRUCK NO.: 132 SAMPLING TIME: 9:45 a.m. CYLINDERS CAST BY: Materials Testing, Inc. ^ REQUIRED STRENGTH, PSI: 3000 CEMENT, LBSJCU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBSJCU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: Darex/Polyheed/Polarset AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH-PSI M-29074 7 29.06 01-17-06 57,000 2020 M-29075 28 29.10 02-07-06 M-29076 28 29.00 02-07-06 M-29077 S are 28.98 Spare Materials Testing, Inc. WiNJ. Cyr 1cc* Client cc: Orlando Annulli&Sons, Inc. f est reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. * ) MATERIALS TESTING, INC. 14k jewooi 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 - (203)878-2765 871 STAFFORD ROAD - EAGLEVILLE, CONNECTICUT 06268 -(860)487-1972 `y Z NVLAP#0320 COMPRESSION TESTS (6" x 12" CYLINDERS) ASTM C-39 Speclfic Scope Accredited CLIENT: Birch Mountain Earthworks M-102A 1265 John Fitch Blvd. South Windsor,CT 06074 Attn: Mr. Darien Rockicki PROJECT: Birch Mountain Earthworks ZZ, Kimberly Drive Z.: �" r G� V South Windsor, CT CENS � ;ti LOCATION: Foundation footing:A line from 1.1 to 2.5 A��F�- -—- ;i\ CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 12-28-05 DATE RECEIVED: 12-29-05 TEMPERATURE-AMBIENT: 40OF CONCRETE: 68OF SLUMP: 4- AIR CONTENT: 7.8% TRUCK NO.: 134 SAMPLING TIME: 4:00 p.m. CYLINDERS CAST BY: Materials Testing,.Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-28835 7 29.06 01-04-06 64,500 2280 M-28836 28 29.12 01-25-06 96,000 3400 M-28837 28 28.76 01-25-06 91,500 3240 M-23838 Spare 28.60 Spare Materials Testing, Inc. V ) „ lob William J. Souc 1 cc: Client 1 cc: Orlando Annulli & Sons, Inc. gs est reports may not be reproduced wdhoul the express permission of Materials Testing.Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government. Results only relale to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. AMP �qjkl . , MATER_ IALS TESTING I) INC Nc- 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAPCOMPRESSION TESTS 6" 12" ASTM C-39 Specific scope Accredited ccr � x CYLINDERS) CLIENT: Birch Mountain Earthworks M-101A 1265 John Fitch Boulevard South Windsor, CT 06074 Attn: Mr. Dairen Rokicki ' PROJECT: Birch Mountain Earthworks Kimberly Drive South Windsor, CTc Q r ( 1 LOCATION: Foundation footing on F line from 1.3 continuous to 6. '%s.'b, �/CENs�:•::;�';�w CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 12-21-05 DATE RECEIVED: 12-22-05 TEMPERATURE-AMBIENT: 30OF CONCRETE: 68°F SLUMP: 3 3/4" AIR CONTENT: 5.0% TRUCK NO.: 123 SAMPLING TIME: 2:15 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE,LBS.ICU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: 1%Accelerator AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH-PSI M-28716 7 29.12 12-28-05 65,000 2300 M-28717 28 29.08 01-18-06 99,000 3500 M-28718 28 29.16 01-18-06 96,000 3400 M-28719 S are 29.08 T Spare ,(Materials Testing c. e 1cc: Client William J. oucy 1cc: Orlando Annulli &Sons, Inc. f est reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the .S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. AV MATERIALS TESTING INC. 1 AV 0 jr 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks100A 1265 John Fitch Boulevard South Windsor, CT 06074 ; :- :; ;,�.��n� ��•�'!-� Attn: Mr. Daren Rokicki �: ��'•e PROJECT: Birch Mountain Earthworks r LOCATION: Foundation footing on 1 line from A to F line CONCRETE SUPPLIER: Tilcon Concrete ��;�'�6/0IVf,� �rir+ • IT�o'ay\ DATE CAST: 12-20-05 DATE RECEIVED: 12-22-05 TEMPERATURE-AMBIENT: 20°F CONCRETE: 590F SLUMP: 3" AIR CONTENT: 5.5% TRUCK NO.: 127 SAMPLING TIME: 2:16 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS.ICU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER,GALS/CU.YD.: ADMIXTURES: Air/Polyheed997 AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. I TESTED LOAD-LBS. STRENGTH -PSI M-28696 7 29.14 12-27-05 62,.500 2210 M-28697 28 28.78 01-17-06 92,000 3260 M-28698 28 29.22 01-17-06 91,500 3240 M-28699 Spare 29.16 S are Materials Testin Inc. ,,, 4� ,, J. oucy 1cc: Client William 1cc: Orlando Annulli&Sons, Inc. tf Test reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320, MATERIALS TESTING INC. T � 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 411100/01 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 01-11-06 REPORT NO: M-1014 CLIENT: Birch Mountain Earthworks PAGE: 1 of 2 1265 John Fitch Boulevard ,,• R4_;;.►�y,. South Windsor, CT 06074 Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks cry Kimberly Drive ' r��v South Windsor, CT ' SUBJECT: FIELD DENSITY TESTING -(ASTM D-2922-D-30172 )NA; Materials Testing, Inc. Inspector visited the above project this date as requested?oip`e'rform Field Density Testing on backfill placed along walls at line 1, between lines A & C, line A between lines 1 to 6 and line 6 between lines A t:� F, line F between lines 5 & 6. All materials and procedures appeared satisfactory. Material: Onsite soil Proctor Value: 116.6 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT -% COMPACTION Elevation: 5 W below top of wall 1 Line A at line 1 11.1 96.2 2 Line A between lines 3&4 12.2 95.9 3 Line A between lines 5 & 6 12.5 98.5 Elevation: 5' below top of wall 4 Line 1 between lines A & B 10.4 99•4 5 Line A between lines 2 & 3 10.6 96.7 6 Line A between lines 4 & 5 11.1 96.0 Elevation: 4 '/2 below top of wall 7 Line A at line 1 11.9 95.3 8 Line A between lines 3 &4 11.5 95.0 9 Line A between lines 5 *& 6 12.1 95.8 " Client: Birch Mountain Earthworks 01-11-06 M-1014 Project: Birch Mountain Earthworks Page 2 of 2 Kimberly Drive South Windsor, CT Contd. MOISTURE .PERCENT TEST NO. LOCATION & ELEVATION CONTENT -% COMPACTION Elevation: 4' below top of wall 10 Line 1 between lines B & C 13.4 95.2 11 Line A between lines 2 & 3 13.5 95.1 12 Line A between lines 4 & 5 8.9 100.0 Elevation: 5 '/2' below top of wall 13 Line 6 between lines A& B 9.1 99.2 14 Line 6 between lines C & D 8.3 98.4 15 Line 6 between lines E & F 8.5 97.4 Elevation: 5' below top of wall 16 Line F between lines 5 & 6 11.4 95.9 17 Line 6 between lines D & F 8.7 99.5 18 Line 6 between lines B & C 10.0 98.6 Elevation: 4 '/2 below top of wall 19 Line 6 between lines A& B 10.0 98.6 20 Line 6 between lines C & D 8.3 97.9 21 Line 6 between lines D & E 11.3 95.7 Materials Testing, Inc. Inspector, Roger Hayward I William J. Soucy 1 cc: Client 1 cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced without the express permission of Materials Testing,Inc.Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to hems tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. 1 0 ) A MATERIALS TESTING INC. Luc 0 QLi 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 -(203)878-2765 �•� 871 STAFFORD ROAD •EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-102 1265 John Fitch Blvd. South Windsor, CT 06074 Attn: Mr. Daren Rockicki �;•,�, ,•,s• ,,,, PROJECT: Birch Mountain Earthworks �` ' ' - r ���, - Kimberly Drive tj 6 South Windsor CT t o`• ho. � �r`L nr��'• �C E �r��' LOCATION: Foundation footing:A line from 1.1 to 2.5 ---- CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 12-28-05 DATE RECEIVED: 12-29-05 TEMPERATURE-AMBIENT: 40°F CONCRETE: 68OF SLUMP: 4" AIR CONTENT: 7.8% TRUCK NO.: 134 SAMPLING TIME: 4:00 p.m - CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER,GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-28835 7 29.06 01-04-06 64,500 2280 M-28836 28 29.12 01-25-06 M-28837 28 28.76 01-25-06 M-23838 Spare 28.60 S are Materials Testing, Inc. am J.Nsouc cc: Client Willi cc: Orlando Annulli & Sons,lnc. s 'sl reports may not be reproduced without the ext: ess permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the S Government. Results only relate to items tested NVLAP accredited for the specific scope of accreditation under Lab Code 100320 MATERIALS TESTING INC. 200 ROWE AVENUE •MILFORD, CONNECTICUT 06461 • (203)878-2765 871 STAFFORD ROAD •EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mount.;n Earthworks M-103 1265 John F;Ich Blvd. `�,�k��tt11� '�141/111Z/ South Windsor, CT 06074 �o.., C>, Attn: Mr. Daren Rockicki PROJECT: Birch Mountain Earthworks Kimberly Drive 59� South Windsor, CT NO.�.o�.� �� �o , i 0,�.` CENS ,,— .� LOCATION: Foundation wall: piers 1B, 1C, 1 E, 1F; 1 line from A_5 to F. CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 12-30-05 DATE RECEIVED: 01-04-06 TEMPERATURE-AMBIENT: 35°F CONCRETE: y 720F SLUMP: 5" AIR CONTENT: 7.5% TRUCK NO.: —_ 127 SAMPLING TIME: 3:00 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: —� WATER, GALS/CU_YD._— _ — _ ADMIXTURES: _ Darex, Polyheed__` ^ AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. I TESTED LOAD-LBS. STRENGTH -PSI M-28945 7 28.38 01-06-06 56,500 2000 M-28946 28 28.36 01-27-06 M-28947 28 28.38 01-27-06 M-23948 Spare- 28.24 Spare Mat vials Testing, Inc. William J. Sou 1 cc: Client 1cc: Orlando Annulli & Sons,lnc. Igs Test reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested NVLAP accredited for the specific scope of accreditation under Lab Code 100320 //lr 411► [ MATERIALS TESTING INC. "Nki`oolli 200 ROWE AVENUE -MILFORD,CONNECTICUT 06461 - (203)878-2765 871 STAFFORD ROAD -EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-104 1265 John Fitch Blvd. South Windsor, CT 06074 'r Attn: Mr. Daren RockickiPz q PROJECT: Birch Mountain Earthworks r�4,� Yi•,;;. co Kimberly Drive -6 South Windsor, CT O (/CENc, ��` LOCATION: Foundation walls: 1 line from A to A.5;A from 1 to 3�__ _ FFSS�u�� `_ ``����� CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 01-05-06 DATE RECEIVED: 01-09-06 ` TEMPERATURE-AMBIENT: 41OF CONCRETE: 660F SLUMP: 4'/." AIR CONTENT: 7.9%� TRUCK NO.: _ 134 SAMPLING TIME: 3:45 p.m. CYLINDERS CAST BY: Materials Testing, Inc. _ A REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: Darex, Polyheed AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-28998 7 28.88 01-12-06 48,500 1750 M-28999 28 28.88 02-02-06 M-29000 28 28.94 02-02-06 M-29001 Spare 28.84 Spare Materials ///Testing, Inc. William J. Sou 1 cc: Client 1cc: Orlando Annulli& Sons, Inc. Igs est reports may not be reproduced without the express permission of Materials Testing Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government. Results only relate to items tasted. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. wellMATERIALS TESTING, INC." 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 W.010i 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 0624 o (860)487-1972 y' NVLAP#Vj;!O Specific Scope Accredited DATE: 01-10-06 REPORT NO: M-1013 CLIENT: Birch Mountain Earthworks AMBIENT TEMP: 40-42°F 1265 John Fitch Boulevard South Windsor, CT 06074 ,I �THER: Clear/Sunny Attn: Mr. Daren Rokicki PROJECT: Birch Mountain IEarthworks Kimberly Drive South Windsor, CT 1 U��'}1� '0 6 N Col.21 o9 SUBJECT: CONCRETE PLACEMENT INSPECTION c;�'�,4/�EN`�F°G� .•` fIONAI.E��N���.' // i; r Concrete Placement Locations: Foundation walls and p'19W line from 5.25 to 6, and 6 line from A.1 to F. Piers at line B-6, D-6, E-6; (2) piers on C-25, D-75 line added per design change outside of 1 line southwest side of building (see SK-S1.1) no pier detail available, reinforcing steel placed (4)#6 verticals, #3 ties at 10" o.c. Total Concrete Yardage This Date: 11 cubic yards @ 3000 PSI. All reinforcing steel was properly placed in accordance with drawings: S-1, S-2 dated 11-03-05, SK-S1.1, dated 12-19-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: None Materials Testing, Inc. Inspector, John Sebastianelli P William J. ucy 1 cc: Client 1cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. MATERIALS TESTING INC. mpvg ' �� M 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 memoir 871 STAFFORD ROAD•EAGLEVILL99 CONNECTICUT 06268• (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 01-06-06 REPORT NO: M-1011 CLIENT: Birch Mountain Earthworks „� r, P GE• 1 of 2 1265 John Fitch Boulevard South Windsor, CT 06074 Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks 'U .�� Kimberly Drive South Windsor CT rao_ / .:y_ SUBJECT: FIEL D DENSITY TESTING -(ASTM D-2922-D-3017) '���iq1�0NP•L4`ti•,,�' Materials Testing, Inc. Inspector visited the above project this date as requested to perform Field Density Testing placed along walls line 1 between lines C to F, line F, between line 1 and 6. Material: Onsite Proctor Value: 116.6 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT-% COMPACTION Elevation: 6' below top of wall 1 F line, between lines 4 & 5 13.8 97.6 2 1 line at line F 13.2 98.1 3 1 line between line C & D 12.1 99.5 Elevation: 5' below top of wall 4 F line, between lines 4 & 5 15.2 95.5 5 1 line between lines E & F 12.3 98.9 6 1 line between lines D & E 16.3 96.3 'Client: Birch Mountain Earthworks 01-06-06 M-1011 Project: Birch Mountain Earthworks Page 2 of 2 Kimberly Drive South Windsor, CT Contd. MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT-% COMPACTION Elevation: 4 %' below top of wall 7 F line between lines 3 &4 14.3 98.4 8 F line between lines 2 & 3 12.1 99.1 9 1 line between lines C & D 16.3 98.6 Elevation: 4' below top of wall 10 F line between lines 5 & 6 8.4 95.5 11 F line between lines 2 & 3 12.1 96.0 12 1 line at line D 13.1 95.4 Materials Testing, Inc. Inspector, Roger Hayward s r� William J. Soucy 1 cc: Client 1cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced without the express permission of Materials Testing.Inc,Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. MATERIALS TESTING INC. 200 ROWE AVENUE•MILFORD,CONNECTICUT 06461 •(203)878-2765 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268•(860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 12-21-05 REPORT NO: M-1007 CLIENT: Birch Mountain Earthworks AMBIENT TEMP: 30-34°F 1265 John Fitch Boulevard South Windsor, CT 06074 R: Clear Attn: Mr. Darien Rokicki ��;��•� c;O;��j�,�'hiy�� PROJECT: Birch Mountain Earthworks A, Kimberly Drive South Windsor, CT = t SUBJECT: CONCRETE PLACEMENT INSPECTION y�o'-<<CENS�•'_ F��S/ONA�`N����`• Concrete Placement Locations: Foundation footing on F line, �t5 �� to 6 line. Total Concrete Yardage This Date: 16 cubic yards @ 3000 PSI. All reinforcing steel was properly placed in accordance with drawings: Barker Steel drawing, #R01, dated 11-15-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: Frost was removed at bottom of footing by our client's representative using a propane hawk heater. Concrete placed this date was covered by our client using insulated blankets. Materials Testing, Inc. Inspector, Wearns s 411 William J. Soucy 1 cc: Client 1cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced•rnlhout the express permission of Materials Testing.Inc. Test reporls must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320 MATERIALS TESTING, INC. 1 ) e� 200 ROWE AVENUE • MILFORD, CONNECTICUT 06461 • (203)878-2765 W6 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 COMPRESSION TESTS Specific Scope Accredited 6" x 12" CYLINDERS ASTM C-39 CLIENT: Birch Mountain Earthworks M-100 1265 John Fitch Boulevard ` ,�����1ltltlll111� I� y/ South Windsor, CT 06074 eti�� C:1)NAa b�f Attn: Mr. Daren Rokicki �;, , �v1EK ; .•y PROJECT: Birch Mountain Earthworks U) LOCATION: Foundation footing on 1 line from A to F line Gr CONCRETE SUPPLIER: Tilcon Concrete %O _ DATEpk- CAST: 12-20-05 DATE RECEIVED: �������Irrililll 2-22-05 ---------------- TEMPERATURE-AMBIENT: 20OF CONCRETE: 590F SLUMP: 3" AIR CONTENT: _ 5.5% — TRUCK NO.: 127 - SAMPLING TIME: - 2:16 p.m. j CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: - COARSE AGGREGATE, LBS./CU.YD.: _ WATER, GALS/CU,YD.: - ADMIXTURES: -- — Air/Polyheed997 — AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH-PSI M-28696 7 29.14 12-27-05 62,500 2210 M-28697 28 28.78 01-17-06 M-28698 28 29.22 01-17-06 M-28699 —___Spare-- 29.16 Spare Materials Testing, Inc. .01P y cc: Client William ouc cc: Orlando Annulli & Sons, Inc. sl reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. A e ] MATERIALS TESTING INC. "P - "'111%k`wofri 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 -(203)878-2765 871 STAFFORD ROAD -EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 COMPRESSION TESTS 6" x 12" CYLINDERS ASTM C-39 Specific Scope Accredited CLIENT: Birch Mountain Earthworks M-101 1265 John Fitch Boulevard South Windsor, CT 06074 Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks ` ?"� ' `> • ,:•"%Kimberly Drive South Windsor, CT LOCATION: Foundation footing on F line from 1.3 continuous to 6. CONCRETE SUPPLIER: Tilcon Concrete DATE CAST: 12-21-05 DATE RECEIVED: 12-22-05 TEMPERATURE-AMBIENT: 30OF CONCRETE: 68OF SLUMP: 3 3/4" AIR CONTENT: 5.0% TRUCK NO.: 123 SAMPLING TIME: 2:15 p.m. CYLINDERS CAST BY: Materials Testing, Inc. REQUIRED STRENGTH, PSI: 3000 CEMENT, LBS./CU.YD.: FINE AGGREGATE, LBS./CU.YD.: COARSE AGGREGATE, LBS./CU.YD.: WATER, GALS/CU.YD.: ADMIXTURES: 1%Accelerator AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-28716 7 29.12 12-28-05 65,000 2300 M-28717 28 29.08 01-18-06 M-28718 28 29.16 01-18-06 M-28719 Spare 29.08 Spare Materials Testing, Inc. &XL "s, William J. Souc 1cc: Client 1cc: Orlando Annulli &Sons, Inc. gs esl reports may not be reproduced without the cApress permission of Materials Testing,Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the .S.Government Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. MATERIALS TESTING IN'ZI .-- � /:, 200 ROWE AVENUE•MILFORD,CONNECTICUT 06461 • 203)87 -2765 r '441` 0l" 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268•(860)18 -1972 NVLAP#0320 Specific Scope K:credited DATE: 01-05-06 REPORT NO: M-1010 CLIENT: Birch Mountain Earthworks AMBIENT TEMP: 38-39°F 1265 John Fitch Boulevard South Windsor, CT 06074 .0EATHER: Overcast Attn: Mr. Darien Rokicki PROJECT: Birch Mountain Earthworks Kimberly Drive / ' f/'b South Windsor, CT SUBJECT: CONCRETE PLACEMENT INSPECTION ����//J/i I i R i itt�►i:����� Concrete Placement Locations: Foundation walls: 1 line from A to A.5 lines; A line from 1 to 6 lines. Total Concrete Yardage This Date: 20 cubic yards @ 3000 PSI. All reinforcing steel was properly placed in accordance with drawings: S-1, S-2, dated 11-03-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: Cold weather precautions were taken and wall was blanketed. Materials Testing, Inc. Inspector, John Sebastianelli WilliamNJ 1 cc: Client 1cc: Orlando Annulli & Sons, Inc. Igs Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U S Government. Results only relate lu items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320 it 010"ki, C:q;� .�. . ) MATERIALS TESTING INC. .tt. .: 200 ROWE AVENUE•MILFORD,CONNECTICUT 06461 •(203)878-2765 � ^ '41ftw/li 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268 •(860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 01-06-06 REPORT NO: M-1012 CLIENT: Birch Mountain Earthworks AMBIENT TEMP: 330F 1265 John Fitch Boulevard South Windsor, CT 06074 .•..• ATHER: Cloudy Attn: Mr. Daren Rokicki '»- PROJECT: Birch Mountain Earthworks = r'; .F - 6 Kimberly Drive South Windsor, CT �' N -•`r SUBJECT: CONCRETE PLACEMENT INSPECTION �s��i 4 iO�A```���``��� rllll! Concrete Placement Locations: F-4 footings: D2, D3, B2 and 64; footing: 6 line between lines A and F. Pier footings: external D and C, east of line 1 Total Concrete Yardage This Date: 22 cubic yards @ 3000 PSI. All reinforcing steel was properly placed in accordance with drawings: S-1, dated 11-03-05; R01, dated 11-15-05; S1.2, dated 12-19-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: None Materials Testing, Inc. Inspector, Roger Hayward (4L, " William J. Sou e 1 cc: Client 1 cc: Orlando Annulli & Sons, Inc. Igs Test reports may not be reproduced without the express permssion of Materials Testing.Inc Test reports must not be used to claim product endorsement by NVLAP or any agency of the Ll S Government. Results only relate to items tested NVLAP accreddrd for the specific scour of irrr-dilation under Lab Coda 100120 MATERIALS TESTING INC. T�c� :. ,: 200 ROWE AVENUE•MILFORD,CONNEC 1CUT 06461 •(203)878-2765 l�G '4k1`o/1r 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268 •(860)487-1972 NVLAP C,320 Specific Scope!'..credited DATE: 12-20-05 REPORT NO: M-1006 CLIENT: Birch Mountain Earthworks AMBIENT TEMP: 20°F 1265 John Fitch Boulevard South Windsor, CT 06074 x�%\\ NLATkl,I Sunny Attn: Mr. Daren Rokicki ��,�• PROJECT: Birch Mountain Earthworks �;��.'"�• <' Kimberly Drive ;�` ` ��, • South Windsor, CT 41 ' A�• l/C E_NS�'�'�'� SUBJECT: CONCRETE PLACEMENT INSPECTION SSIONA\,"-��� �0//IAl l 1fS111ti�� ``` Concrete Placement Locations: Foundation footing on 1 line, from A to F line. Total Concrete Yardage This Date: 16 cubic yards @ 3000 PSI. All reinforcing steel was properly plac ed in accordance with drawings: S-1 dated 11-03-05. Cylinders, slump and air content were performed and are as reported on Compression Test Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172 and C143, as applicable. This report will follow when compression strength test results are known. Remarks: None. Materials Testing, Inc. Inspector, Aqpm Piatek William J. S ucy 1 cc: Client 1 cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced vnlhoul the express permssion of Materials Testing.Inc rest reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific s.:.ae of accreditation under Lab Code 100320. �I000M44I' t 3 MATERIALS TESTING INC. 200 ROWE AVENUE -MILFORD, CONNECTICUT 06461 -(203)878-2765 '441ftm000i 871 STAFFORD ROAD-EAGLEVILLE,CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 11-02-05 REPORT NO: M-1005 CLIENT: Birch Mountain Earthworks 1265 John Fitch Boulevard ``• South Windsor, CT 06074 Attn: Mr. Daren Rokicki r PROJECT: Birch Mountain Earthworks Kimberly Drive South Windsor, CT < SUBJECT: FIELD DENSITY TESTING - (ASTM D-2922-D-3017) Materials Testing, Inc. Inspector visited the above project this date as requested to perform field density testing within footprint of proposed new building and in parking areas. *Does not meet 95% compaction requirements. Client was notified. Material: Onsite silty gravel Proctor Value: 116.6 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT- % COMPACTION Elevation: bottom of footing 1 Southwest corner of building 6.5 93.9* 2 Center of building 5.1 95.6 3 Northeast corner of building 4.3 95.7 II Elevation: top of sub-grade 4 Parking, north side center, 5.4 90•9*' 10' north of building line 5 Parking, west side center, 5.9 92.3* 15'west of center 6 Parking, west side, 35'west of 5.6 95.2 building corner Materials Testing, Inc. Inspector, Roger Hayward 1 cc: Client 1cc: Orlando Annulli & Sons, Inc. 004 • Igs William J. Souc Test reports may not be reproduced wittout the express pernussion of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. IVIATERIALSTESTING, INC.1,9 ` 200 ROWE AVENUE • MILFORD CONNECTICUT 06461 • (203)878-2765 Nktwoolr 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268• (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 10-31-05 REPORT NO: M-1002 CLIENT: Birch Mountain Earthworks 1265 John Fitch Boulevard ' South Windsor, CT 06074 Mr. Darien Rokicki ` PROJECT: Birch Mountain Earthworks Kimberly Drive South Windsor, CT �e cEl�'., SUBJECT: FIELD DENSITY TESTING - (ASTM D 2922 D 3017) MTI inspector visited the above listed project this date as requested to perform Field Density Tests on sandy fill material placed for foundation backfill area at area described below. Material: Sandy on site fill material. Proctor: 116.6 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT-0 COMPACTION Elevation: -1' below final fill 1 Foundation subgrade backfill area, 8.6 98.8 northwest corner of proposed building foundation 2 Foundation subgrade backfill area, 8.9 97.1 center of proposed foundation area 3 Foundation subgrade backfill area, 8.4 95.8 southeast corner of proposed,building foundation Materials Testing, Inc. Inspector, Richard Wright J. So 1 cc: Client William 1cc: Orlando Annulli & Sons, Inc. tf Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. MATERIALS TESTING INC. 1 ■ 200 ROVE AVENUE -MILFORD, CONNECTICUT 06461 - (203)878-2765 'qkkftW0jr 871 STAFFORD ROAD - EAGLEVILLE, CONNECTICUT 06268 - (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 10-27-05 REPORT: M-1004 CLIENT: Birch Mountain Earthworks 1265 John Fitch Boulevard South Windsor, CT 06074 ' ������ � COPdP1�tr��✓i�or Attn: Mr. Daren Rokicki 1,t�tr,•,�pad Rqo off, PROJECT: Birch Mountain Earthworks Kimberly Drive �� r N it SOUth Windsor, CT t .SUBJECT: SIEVE ANALYSIS ASTM C-136 jMaterial: Onsite red silty soil t1 Source: Onsite excavation Sampled by MTI on 10-24-05 Sieve Size Percent Passing W (6.3mm) 100 #10 (2.0mm) gg #20 (850pm) 96 #40 (425pm) 81 #100 (150pm) 21 #200 (75pm) 8_7 Materials Testing, Inc. Inspector, B an Kearns - William J. S cy 'fi 1 cc: Client 1cc: Orlando Annulli & Sons, Inc. Igs Test reports may not be reproduced without the express pernusslon of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. 11 • • 1 • 1 • . 1 1 V .. i NEWNESS a -No ■.mmu..E. ■....mson ■tM.MEMME ■..mutt.■Nunn none "Ounnow"mmmuwmn mM■.■t...m\t...N.E■ i�ii■'■iiii iiiiiiiiiCN•'liiiiiii MENOMONEE Saim�iiii'iiiiii�■i PCF e 0 m■E.■■E■■ ■.■■■■■a ■NE■.MENE ■.■■■Noon■■ ■■.m■■■■.�■■■■.■■■■ 0' •plus• ■■■■■■■■a E.■.m■mIa ■■mR OMMMS ■■E11 ■ ■■■■momme Noun.gnomon■■on■■000 MENam .■ ' ■N■■■■IIS E■■■Now E■�mass N■I.■■ ■■SMOWNER.mmO■..ON■.NONEB.S■■ - ■O■M■N\.■ Noon■■SON.■ mom■■NI.■■=.■.MOUSES■MM■■■..SS....■M■.■■ m.\tt..■ .Noon\..■/on\t..l..\ .on..onontt■/Ott\mmmt■ ■montmonm ■ ......No■. ...\...■._......I...�...................Cs\■....l'. i. ■■■Mon...■ ■■mm■mm\m ■■mNN■I.■■ ■N■.mm.mmNo.■■mt■■...No.■■■■■■■ ■ON■..... .■.mm.m.E/.ESMN■I..■Son■..Noe...■......■........■... Sampled by MTI ON IN ■....■.....■..■.I.■..■.�.....■.■.....■.■■...■.nnow ...■ ■■mE..mm. ■■mm■■..■mm..■■■I..Noon■.a■.■..■.■\...NoSEESE.■■S.■.■ •j ■■■Nua■.■.■. ■■.■.■.Mon.■■.■mM1..■....,ton.■■..■■...■■■..Noon 0 am Noon■■..■ i .■N■■.SS .MM.MMMM.■..NMENI..■CM.M.►�.M..CM...M..E■ ■.......■man to ■M■MNM..■ ■.■..SEE./on...M■B.S ......... ..■■............I.■..■.E.■B.■■=.■.m.■.M■C......... .nain ........C.....nommoso.............. . ......... . an ...............I Rosso■.t.r'on■.Son.M.M.MSS■.■■m..Raw ■■m■tO■..■.mmmmtO■ISM ONENESS MEN ■ ■..■■■■.■■■■■■.■■■■■■■■q■■If��C■■■■■■.■■■■■■\■■■t.m■...■■Nmm ■■.S.■..■SS■.S■..■SS■BEES■■■■■■...5■■ ■■.■■■.I...■/!i/.7�iw:■■■■M■.\.mom ■■.■Nt.■\■■..Non/Noll■ ■.......■ ■M.M..SS■■......... ■./t.m ■OONt..1/►.�\on\\on■;.on.\mon►`�.//one ■...m■.m■■■/\on/.t.ttm\t■/../■ ■.onon\onm/m ■m/m.\.mm .■../ NEMN/..'4. NNmtm.l.mt ■.mU\Mt..' ■MMt■tmM.■■ontN.tmMM■/.tm/mmmt an so ONE NOON N.mmM/...■ .....III.. Man....■.C........ Noon.■■■on■■ .......ON ......... ■.■ENS■.■ ■....■... .■.■,..■. ■■■■..�.■� .......\. `NS..SS■■C�.■...■...�.■...■...�........■ ..■.■.■.■ NOEE■■ONS ■NE�S..OS.III■■■I.■■ ■on.S..l\■�\.tN.■.S ......... ......... ......... ..BEES.■■ MENEE.S■■ ■■•.■..m...E■SMMMI�■S so on ►`■M■/S.■� Not■.S■S■■on.■.■.■■SIsIII■■■Eon MINI.■■■■■■■....■■ ■......■.■ ■EENONI•m■ ■.■...8.►=■\m..SS■■ ■No.ES.■O■ ■.■■■MM.■ ■.M■■OES■ ■....ENS■......... ..........�......... .........►�.►�.......�........■Con■\.M■OM.�EM.M..M..�..M..E..■ ■■N■u■S■/ ...■SS.■M■..u■t.■ml ..■■■m■I■ \■\I■■SN■ ■■mmut.■■ ■t■■.Eon■SSSS.S■■\■■S■■■SMNIN■ ......... ...............I...C..■...■■.C:.r...... ..... ... ............................. man "SEA .\mu.\u■.■.....I................,...m.... ..... ...............................m. rn N/um.N. Nt.t.MlltmMMN.tM..Mm MM\v■ON.EtttoMOM.. .N\onontmME ■onMM/N.t.\onmNOf/MEN ■■Non ■/iN■ N/■N■on..S ■■S.N.I1N■110111m ■■■■■ .Eon on.\S\S■.■ ■ENM■■■a ■■■..O■■Sl.N.■.EE■■m.N.■..ME' ■.■..i... .■N.■E.■■ ■■mM..l.■MNINE ■MmarmMM■iM.■.MEM.M E.M.■MMM■ ■MME....■■....M.Noon......... .=..m.... ■III■■I.■■ . m..■ ■Now Now ■Ebl�■.. ■■No■■EM■■ MMCas ■Nm.No..S■m■.M...IIonS ■N■■E .SSE \S.S■.M.NM■■..8.■M.►��M.mmM..■■■.■ ■o.MNt.M...M. UNNoI..E..tEM.M. EM ::.'C::C'.C:'. '. '.'.'. C: '. mamonssma S'.'WROOiiC:C'.'.'.a'.'.:usuma'..':'.:'..".:::::C: ■■mm■.■m.■ man//.\O..■N summon lmu.■■.ut■■ /u.■..u.. .\■..■ul............................... ■nomm.ME.■M■■.E.■.■ ■■S.■m■.■ ■Mmm.■■.■ M■e.MMM■.gyam m\■.E..ons.■■ S.■.■.SMS�■■m■..�MMSon■mmmm■M� :C::::::C::111:11 011 1 :::C::C'::::::no`'am MEMBER ME::::::CgimsaE1 _:wN ::::_:_ ......... .................. ...■.....�.......■_i..■.■.... ........ ... ..... ■N■.m.u■= .\N■.■.N. .................■. ......... ......... ......... ......■.=COON=..... ......... ......... m..onmm■.e■NmEN\m■■ m.\.11.11■l■■■■.tI■..\/mllll■ ................... ......... .\t../mt\../\.e.\ MEMO Oman ■mm.N/\/■ .ton/mtt.N m.m.tM■m/■■.■m.■M..■.■.■■■.■f.E■MM■EE.E■M■■...M...■■.M■■....■E■tonMon=. .■.M.■■..�■...mN■■■�■II.■■...■.■NM..Mons..■.■Mt..ESMEM...■NSB.M.\MMMME.EEMMEM.O■.E■■ ■.■ . ................... .................. ................■M■S■M..■O..■m■■■.MESES■.■■■M//.■ ................... .................. ................... ■M■.EM..■S■■.EME.NE.■..■ICUs ......... ......... ........ .......... O.I.I..■.I..M......�■■.■■ .E■SS.S■S■I■S.IS.■I■■■...........C.....I...�.■.....e1 ......... ......... ......... .....C...m.....................■■..■■..m■■■..■... ......... .........�......... ........■�■NNN■S.■SS■■M.ESSO.SE.IE■■■■■ ■■N■m■■E■ ■N■■.■S.SmmI■N■.... « ::::.:: ::: _woman :::::::::::::8mossommon on:::::::C::::::::: • ,t • MATERIALS TESTING) INC. 1, 00 ROWE AVENUE -MILFORD CONNECTICUT 06461 - (203)878-2765 '4kkWjM001'r 871 STAFFORD ROAD -EAGLEVILLE,CONNECTICUT 06268-(860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 10-26-05 REPORT NO: M-1000 CLIENT: Birch Mountain Earthworks 1265 John Fitch Boulevard South Windsor, CT 06074 Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks Vd�--v) Kimberly Drive South Windsor, CT SUBJECT: FIELD DENSITY TESTING - (ASTM D-2922-D-3017) Materials Testing, Inc. Inspector visited the above listed project this date as requested to perform field density tests on sandy fill material placed for new building foundation subgrade. Sandy fill material was placed at south half of foundation area. Material: Onsite silty gravel Proctor Value: 116.6 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT-% COMPACTION 1 Foundation subgrade fill area, 11.0 95.5 southeast corner Elevation: -4' below bottom of slab 2 Foundation subgrade fill area, 10.5 97.8 south center of fill area Elevation: -3' be low bottom of slab 3 Foundation subgrade fill area, 12.6 97.0 southwest corner of fill area Elevation: -2' below bottom of slab Materials Testing, Inc. Inspector, Richard Wright .1 cc: Client William J. Sou ' 1 cc: Orlando Annulli & Sons, Inc. Igb Test reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Cade 100320 MATERIALS TESTING, INC. .. 1,9200 ROWE AVENUE MILFORD, CONNECTICUT 06461 • 203)878-2765 Illior■/oor 871 STAFFORD ROAD •EAGLEVILLE,CONNECTICUT 06268 • (860)487-1972 NVLAP#0320 Specific Scope Accredited DATE: 10-27-05 REPORT NO: M-1001 CLIENT: Birch Mountain Earthworks 1265 John Fitch Boulevard B South Windsor, CT 06074 Attn: Mr. Daren Rokicki PROJECT: Birch Mountain Earthworks Kimberly Drive South Windsor CT /fir, , •i?' ,:; ��\ SUBJECT: FIELD DENSITY TESTING -(ASTM D-2922-D-3017) Materials Testing, Inc. Inspector visited the above listed project this date as requested to perform field density testing within building footprint and parking area west side of building. Material: Onsite silty gravel Proctor Value: 116.6 PCF MOISTURE PERCENT TEST NO. LOCATION & ELEVATION CONTENT-% COMPACTION Elevation: 16" below finish floor 1 Southeast corner of building 9.0 95.7 2 North end center of building 10.5 96.0 3 Center of building 8.8 96.2 Elevation: 2' below finish floor 4 Southwest corner parking area 8.5 97.0 5 Northeast corner of parking area 9.8 96.7 6 Center of parking area 9.3 97.0 Materials Testing, Inc. Inspector, Richard Wright 1 cc: Client William J. S y 1 cc: Orlando Annulli & Sons, Inc. Igb Test reports may not be reproduced without the express permission of Materials Testing.Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to Items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. .r BIRCH MOUNTAIN ENTERPRISES SOUTH WINDSOR, CT File: 05.199 November 21, 2005 SHOP DRAWING IDENTIFICATION Mix Design I.D.#300201 Mix Type: 3000 psi % & 3/8 Stone w/Air(5 pgs) Mix Design I.D.#300108 Mix Type: 3000 psi % & 3/8 Stone No Air(7 pgs) MSDS Sheets: St. Lawrence Cement Material Test Report— 1 pg U.S.Dept. of Labor-OSHA 174. 4 pgs Grace Darex®II AEA-Admixture C260—7 pgs Degussa Polyheed®997- 2 pga Grace PolarSet®—8 pgs SHOP DRAWING REVIEW RUSSELL AND DAWSON =; ARCHITECTURE AND ENGINEERING :• :t' 330 ROBERTS STREET EAST HARTFORD,CT 06108 REVIEW IS FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS NO RESPONSIBILITY IS ASSUMED FOR CORRECTNESS OF DIMENSIONS OR DETAILS ONO EXCEPTION TAKEN O MAKE CORRECTIONS NOTED ❑REJECTED ❑REVISE AND RESUBMIT ❑SUBMIT SPECIFIED ITEM I:._ �. ? Tz DATE ' r BY t AM PAWSON• •1 . 0 Orlando Annulli and Sons, Inc. P.O.Box 610/147 Hale Road 1 Manchester,Connecticut 06M-0610 N O`� 2 860-644-2427/FAX 860-644-6505 TRANSMITTAL RUSbELL AND DAWSON TO: BOB DAWSON PROJECT NAME: BIRCH MOUNTAIN EARTHWORKS FIRM: RUSSELL&DAWSON Project #: O.A.&Sons#: 1,888 STREET: 330 ROBERTS STREET ❑ FAXED ® MAIL ❑ FED EX CITY/ST: EAST HARTFORD,CT 06108 TOTAL# PAGES SENT: FAX# FROM: ERNIE BABINEAU TIME SENT DATE: November 18,2005 Herewith ❑ Under Separate Cover Via: Drawing No. Date Description Code _4 MIX#300201 3000 PSI 3/4&3/8 STONE_W/AIR FOR FDNS__ A EACH MIX#300108 33000 PSI 3/4 8 3/8 STONE NO AIR FOR INTERIOR SLABS MSDS SHEETS ---- --Au U a JN UN 1." _tJ!:UJ_�i 'L'1I'1 n13Utfd3 J J .UI tJ�lNl( ('Q77NI i Ja J IllfJ• �.- '110 t1U l LJU `JNJ U�Et rill�i U ACTION REQUESTED A. For Approval ® G. For Review and Comment ❑ B. Approved ❑ H.As Requested ❑ C. Approved as noted ❑ I.Job Distribution ❑ D. Revise and Resubmit ❑ J. For Your Record ❑ E. Rejected ❑ K.Additional information Attached ❑ F. Release for Fabrication ❑ L. For Processing ❑ M. For Signature and Return to OAS ❑ DISTRIBUTION: ® File Div. M 1888 ❑ ❑ ❑ 13 ❑ 1 Mix Design I.D. # 300201 Date: 9/9/2005 Client: Pioneer Valley Concrete Project: Birch Mtn. Excavating & Building: Rt.5 & Kimberly .Rd., S. Windsor Mix Type: 30.00 psi 314 & 318 When placing concrete order yqu must inform Dispatcher of Mix I.D.4300201 Materials Description U.S.Customary Mix Metric Mix Unit,of Measure Quantities Unit of Measure Quantities Cement lbs./cu.yd. 517.0 kg/cu.meter 306.7 Sand (SSD) lbs./cu.yd. 1420.0 kg/cu.meter 842.5 Size#6 Stone (SSD) 3/4" lbs./cu.yd. 1200.0 kg/cu.meter 711.9 Size#8 Stone (SSD) 3/8" lbs./cu.yd. 610.0 kglcu.meter 361.9 Water lbs./cu.yd. 275.0 kg/cu.meter 163.2 gals./cu.yd. 33.0 L/cu.meter 163.4 Darex II (A.E.A.) oz./cu.yd. 3.6 mL/cu.meter 139.2 Polyheed 997 (W.R.) oz./cu.yd. 31.0 mL/cu.meter 1199.9 Slump (+/- 1") inches 4 millimeters 101.6 Air Content percent 5.5 Absolute Ratio By Weight 0.53 z ORLANDO Ai`SNULLi & SONS, INC. Source of Materials: to Received..1�= D::te Racetmd Cement-St. Lawrence Type 1/II or Approval ❑Revieymd Sand -Tilcon Granby El For Your We C]Approved Stone -Tilcon Galasso Cl J Approved as noted Division D]Rsv`sed/Rewba* Darex II -W.R. Grace (]Rejected Polyheed 997 -Master Builders Bv. _ BY COMMENTS: Mix for footings and walls. 7;• < Tilcon Connecticut Inc.Confidential 9/9/2005 NOV 2 Pagel RUSK" '•.ND DAVJSON 1 Calculations for Yield per Cubic Yard Calculation for Absolute Volume Mix Design I.D. # 300201 Materials Description Mix Specific Yield in Quantities Gravities cu.ft. Cement 517.0 3.15 2.63 Sand (SSD) 1420.0 2.67 8.52 Size#6 Stone (S,SD) 3/4' 1200.0 2.91 6.61 Size#8 Stone (SSD) 3/8' 610.0 2.89 3.38 Water 275.0 1.00 4.41 Air Content 5.5 1.485 Total Weights 4022.0 27.04 Unit Weight - PCF 148.76 Total Yield in Cubic Feet 27.04 Total Yield in Cubic Yards 1.00 Water/Cement Ratio 0.53 Fine Agg./Total Agg. Ratio 0.44 Tilcon Connecticut Inc.Confidential 9/9/2005 Page 2 r ACI 214/318 STRENGTH TEST EVALUATION Company: Tilcon Connecticut Inc. Mix: Mix#300201 Spec'd Str.. 3000 PSI Conc. 7-Day 28-Day Str. Test Slump Air Temp. Str. Cyl.#1 Cyl.#2 Strength Moving Avg Moving Avg No. Date in. % F psi psi psi Range psi of Three of Ten 1 5/26/2005 3.75 5.5 69 2360 3870 3,960 90 3915 2 5/26/2005 4.25 5.1 88 2800 3630 3700 70 3665 3 6/14/2005 3.50 6.8 88 2660 3770 3890 120 3830 3803 4 6/15/2005 3.75 7.0 75 2520 3530 3570 40 3550 3682 5 6/16/2005 3.50 7.0 71 1750 3400 3590 190 3495 3625 6 6/16/2005 3.50 7.0 68 2240 3230 3510 280 3370 3472 7 6/17/2005 3.25 7.3 77 2520 3150 3360 210 3255 3373 8 6/20/2005 2.75 6.0 77 2800 4350 4400 50 4375 3667 9 6/21/2005 4.00 6.8 81 2380 3530 3560 30 3545 3725 10 6/22/2005 3.50 7.0 79 2440 3420 3570 150 3495 3805 3650 11 6/23/2005 4.50 7.3 83 1880 3450 3480 30 3465 3502 3605 12 6/27/2005 4.50 6.8 88 2590 3700 4080 380 3890 3617 3627 13 6/28/2005 4.00 5.0 82 2540 3580 3580 0 3580 3645 3602 14 7/6/2005 2.75 5.7 83 2580 3720 4160 440 3940 3803 3641 15 7/7/2005 4.00 5.9 77 2780 3830 4040 210 3935 3818 3685 16 7/11/2005 3.00 3.9 89 2480 3880 3940 60 3910 3928 3739 17 7/11/2005 3.00 3.9 89 2790 4180 4280 100 4230 4025 3837 18 7/13/2005 5.00 5.7 81 2600 4140 4230 90 4185 4108 3818 19 8/18/2005 4.00 4.0 81 3170 4090 4160 70 4125 4180 3876 20 8/18/2005 4.00 4.1 81 3P10 4090 4210 120 4150 4153 3941 21 8/18/2005 4.25 4.3 93 3130 40001 416G 160 4080 4118 4003 22 8/18/2005 4.75 3.9 85 2720 4050 4140 90 4095 4108 4023 23 8/18/2005 4.50 4.5 86 3100 4050 4120 70 4085 4087 4074 24 8/19/2005 3.75 4.6 87 3170 3880 j 070 190 3975 4052 4077 25 8/22/2005 3.75 4.2 84 3490 4120 4240 120 4180 4080 4102 26 8/23/2005 4.50 4.8 85 2920 3840 4000 160 3920 4025 4103 27 8/23/2005 4.75 4.5 84 2850 3540 3680 140 3610 3903 4041 28 9/1/2005 3.75 6.0 82 2410 3310 3360 50 3335 3622 3956 29 9/1/2005 4.50 5.4 83 2100 3010 3040 30 3025 3323 3846 30 9/8/2005 4.50 5.1 85 2780 3720 3790 70 3755 3372 3806 31 ' 32 33 34 35 36 37 38 39 40 AVG 3.92 5.5 82 2652 3735 3862 127 3799 FA 214 Strength Analysis Page 2 Average Strength, X 3799 PSI Min Strength 3025 PSI No. of Tests, n 30 Avg Strength 3799 PSI _Average Range, R 127 PSI Max Strength 4375 PSI Min Slump 2.75 IN Standard Deviation, s 334 PSI Avg Slump 3.92 IN Coefficient of Variation,V 8.8 % Max Slump 5.00 IN Within-Test Std Dev 113 PSI Min Air Content 3.9 % Within-Test Coeff. of Var. 3.0 % Avg Air Content 5.5 % Max Air Content 7.3 % Batch-to-Batch Std Dev 314 PSI Batch-to-Batch Coeff.of Var. 8.3 % Min Conc.Temp. 68 F Avg Conc.Temp. 82 F Max Conc. Temp. 93 F ACI 318 Performance Approyal VALID, >15 TESTS MODIFICATION FACTOR = 1.000 s = 334 PSI fcr=fc+ 1.33 s= 3444 PSI fcr=fc+2.33 s-500= 3278 PSI CONCLUSION: MIX APPROVED Mix#300201 Individual Test Results 5000 4500 4000 — - _ 3500 - — — — _ ____ _ ®-I d.Tests n- 3000 s M 2 50 0 %C) 2000 y 1500 1000 500 0 e,A Ncl Test Number Moving Average of Three 6000- 5000 a000 s Av of 3 � _ _ a ■ fc rn 3000 c CO 2000 1000 0 Test Number Mix Design I.D. # 300108 Date: 10/19/2005 Client: Pioneer Valley Concrete Project: Birch Mtn. Excavating & Building: Rt.5 & Kimberly Rd., S. Windsor Mix Type: 3000 psi 314 & 3/8 No-Air When placing concrete order you must inform Dispatcher of Mix I.D.# 300108 Materials Description U.S.Customary Mix Metric Mix Unit of Measure Quantities Unit of Measure Quantities Cement lbs./cu.yd. 517.0 kg/cu.meter 306.7 Sand (SSD) lbs./cu.yd. 1485.0 kg/cu.meter 881.0 Size#6 Stone (SSD) 3/4" lbs./cu.yd. 1200.0 kg/cu.meter 711.9 Size#8 Stone (SSD) 3/8" lbs./cu.yd. 600.0 kg/cu.meter 356.0 Water lbs./cu.yd. 286.9 kg/cu.meter 170.2 gads./cu.yd. 34.4 L/cu.meter 170.5 Polyheed 997 (W.R.) oz./cu.yd. 41.4 mL/cu.meter 1599.8 Slump (+/- 1 inch) inches 4 millimeters 101.6 Air Content percent 3 Entrapped Absolute Ratio By Weight 0.55 Source of Materials: Cement-St. Lawrence Type 1/11 Sand -Tilcon Granby Stone -Tilcon Galasso Polyheed 997-Master Builders COMMENTS: Mix for interior slab on grade. Calculations for Yield per Cubic Yard Calculation for Absolute Volume Mix Design I.D. # 300108 Materials Description Mix Specific Yield in Quantities Gravities cu.ft. Cement 517.0 3.1.5 2.63 Sand (SSD) 1485.0 2.63 9.05 Size#6 Stone (S3,D) 3/4" 12b0.0 4.91 6.61 Size#8 Stone (SSD) 3/8" 6Q0.0 2.89 3.33 Water 286.9 1.00 4.60 Air Content 3 0.81 Total Weights 4088.9 27.02 Unit Weight - PCF 151.32 Total Yield in Cubic Feet 27.02 Total Yield in Cubic Yards 1.00 Water/Cement Ratio 0.55 Fine Agg./Totai Agg. Ratio 0.415 ' • N � ACI 214/318 STRENGTH TEST EVALUATION Company: Tilcon Connecticut Inc. Mix: Mix#300108 N/A Spec'd Str.. 3000 PSI Conc. 7_ Dav 28-Day Str. Test Slump Air Temp. Str. Cyl.#1 Cyl.#2 Strength Moving Avg Moving Avg No. Date in. % F psi psi psi Range psi of Three of Ten 1 3/28/2005 4.00 64 3100 4550 4820 270 4685 2 3/31/2005 5.00 1.8 72 3350 5270 5440 170 5355 3 4/6/2005 5.00 1.9 67 2420 3970 4040 70 4005 4682 4 5/31/2005 2.00 2.5 79 3140 4670 4830 160 4750 4703 5 7/1/2005 4.00 3.4 80 2450 3450 3540 90 3495 4083 6 7/1/2005 3.50 3.4 79 2150 2870 2880 10 2875 3707 7 7/1/2005 6.00 3.2 83 2860 3810 3830 20 3820 3397 8 7/13/2005 4.50 3.0 80 2220 3540 3550 10 3545 3413 9 7/19/2005 4.25 2.2 88 2440 3790 3850 60 3820 3728 10 7/19/2005 4.25 2.2 84 1940 3890 4130 240 4010 3792 4036 11 7/28/2005 4.75 2.6 84 2470 3600 3880 280 3740 3857 3942 12 8/3/2005 5.00 2.4 83 3020 4190 4410 220 4300 4017 3836 13 8/3/2005 6.50 1.9 81 2890 3850 4020 170 3935 3992 3829 14 8/3/2005 6.00 .2.0 82 2400 4310 4590 280 4450 4228 3799 15 8/3/2005 5.00 2.0 82 3100 4470 4490 20 4480 4288 3898 16 8/3/2005 4.50 2.1 83 3450 4450 4570 120 4510 4480 4061 17 8/3/2005 4.25 2.0 84 3100 5170 5400 230 5285 4758 4208 18 8/9/2005 6.75 2.8 82 3340 4350 4350 0 4350 4715 4288 19 8/9/2005 7.50 2.8 86 2890 3620 3730 110 3675 4437 4274 20 8/9/2005 6.00 3.0 86 3270 4330 4380 50 4355 4127 4308 21 8/9/2005 6.75 3.1 86 3590 4650 4660 10 4655 4228 4400 22 8/9/2005 6.50 2.4 82 2880 3930 4240 310 4085 4365 4378 23 8/9/2005 5.25 2.4 86 3650 4430 4540 110 4485 4408 4433 24 8/9/2005 5.75 2.4 86 3130 4320 4380 60 4350 4307 4423 25 8/24/2005 4..00 1.5 80 1580 4340 4660 320 4500 4445 4425 26 8/24/2005 4.50 1.4 80 3610 4970 5200 230 5085 4645 4483 27 8/24/2005 4.25 1.2 80 2510 3890 4310 420 4100 4562 4364 28 8/24/2005 5.25 1.3 80 2810 4270 4630 360 4450 4545 4374 29 8/24/2005 4.50 1.2 80 2740 4290 4440 150 4365 4305 4443 30 8/24/2005 6.50 1.2 80 2390 4040 4200 160 4120 4312 4420 31 32 33 34 35 36 37 38 39 40 AVG 5.07 2.2 81 2830 4176 4333 157 4255 ACI 214 Strength Analysis Page 2 Average Strength, X 4255 PSI Min Strength 2875 PSI No. of Tests, n 30 Avg Strength 4255 PSI Max Strength 5355 PSI Average Range, R 157 PSI Min Slump 2.00 IN Standard Deviation, s 530 PSI Avg Slump 5.07 IN Coefficient of Variation,V 12.5 % Max Slump 7.50 IN Within-Test Std Dev 139 PSI Min Air Content 1.2 % Within-Test Coeff. of Var. 3.3 % Avg Air Content 2.2 % Batch-to-Batch Std Dev 512 PSI Max Air Content 3,4 Batch-to-Batch Coeff. of Var. 12.10 % Min Conc. Temp. 64 F Avg Conc.Temp. 81 F Max Conc.Temp. 88 F ACI 318 Performance A roval VALID, >15 TESTS MODIFICATION FACTOR= 1.000 s= 530 PSI fcr=fc+ 1.33 s= 3705 PSI fcr=fc+2.33 s-500= 3736 PSI CONCLUSION: MtX APPROVED Mix#300108 N/A Individual Test Results 600o 5000 -- F40-1 d.Tests N 4000 IL s 3000 cm - — c m N 2000 1000 --- ------ --- 0 'b h 1 q ,��. ,�'ti �h ,�� Nq ti^ ,ti'h ti� ti1 ,y '�'• ,�S 9� ,51 ,y� Test Number Moving Average of Three 600o 5000 Av of 3 — 4000 a. f c s 3000 c m N 2000 1000 0 Test Number Tilcon Connecticut Concrete Material 2004 Annual Averages East Granby/Enfield Plant Coarse Aggregate Source: Galaso Materials Aggregate 37.6 mm 25.Omm 19.Omm 12.5mm 9.5mm 4.75mm 2.36mm 1.8mm Bulk Size 11/2" 1" 314" 1/2" 3/8" No.4 No.8 No.16 Specific Gravity 4 11/2" 98.6 37.4 5.9 0.5 2.92 ASTM Ran e 90-100 20-55 0-15 0-5 6 3/4" 1 OP 1 96.1 26.4 4 1.2 2.93 ASTM Ran e 100 90-100 20-55 0-15 0-5 67 1/2" 100 100 97.8 55 5.3 2.2 2.92 ASTM Range 100 90-100 20-55 0-10 0-5 8 (3/8") 100 97.7 16.2 5 3.9 2.88 ASTM Range 100 85-100 10-30 0-10 1 0-5 Concrete Sand Source: Tilcon Granby Bulk Fine 9.5mm 4.75mm 2.36mm 1.18mm 600 pm 300 pm 150 pm F.M. Specific Aggregate (3/8") (No.4) (No.8) (No.16) (No.30) (No.50) (No.100) Gravity 100 98.5 92.2 77.3 49.8 20.8 5.6 2.56 2.73 ASTM Range 100 95-100 80-100 50-85 25-60 5-30 0-10 2.3-3.1 The above aggregates meet the requirements of ASTM C33-99ae1 Standard Specifications for Concrete Aggregates.The specification is written to define the nominal maximum size, specific grading, quality and durability of the aggregates.Various project requirements and concrete mixture characteristics determine the final proportions of fine and coarse aggregate and the blending of two or more coarse aggregate sizes if required. Aggregate Correction Factor: 0.4 U.S.Division Phone (518)452-3001 ST.LAWRENCE 3 Columbia Circle Fax (518)452-3045 CEMENT Albany,New York www.stlawrencecement.com 12203 Report Date: August 17,2005 CEMENT MATERIAL TEST REPORT Catskill Plant Cement Type: 1/II Production Period:July 2005 Chemical Analysis (%) Physical Tests Total Alkalis.......... 0.65 Fineness: blaine(cmZ/g).......... 3910 Loss of ignition.......... 1.5 % passing (325).......... 90.30 % Insoluble residue........ 0.2 Free Lime.......... 0.8 Soundness: Autoclave Expansion.......... 0.007 % Si02.......... 21.6 A1203.......... 4.2 Vicat Setting Time Fe203.......... 4.0 Initial(min).......... 145 CaO.......... 64.3 Final(min).......... 255 MgO.......... 1.7 S03.......... 2.6 Air Content.......... 7.5 % False Set.......... 63 % Compressive Strength Potential(%) PSI MPa C3S.......... 57 1 days.......... 1730 11.9 C2S.......... 19 3 days.......... 2810 19.4 C3A.......... 4 7 days.......... 3870 26.7 C4AF.......... 12.1 28 days.......... 5950 41.0 ASTM test methods used:C109,C114,C151,C185, C187,C191,C204,C305,C430,C451. The cement represented by this certificate conforms to the standard requirements of the following specifications(last revision): ASTM C-150 AASHTO M-85 Tests performed by Mark Woodard Frederick Hommel Quality Supervisor P.O.Box 31,route 9W,Catskill,New York 12414 Telephone(518)943-4040 Fax(518)943a94 St Lawrence Cement Co.,L.L.C.,a subsidiary of St.Lawrence Cement Inc.and a company of the Holderbank Group St.Lawrence Cement Co.,L.L.C. A company of the Holcim Group Material Safety Data Sheet-OSHA 174 Material Safety Data Sheet U.S. Department of Labor Occupational Safety snd Health May be used to comply with: Administration OSHA's Hazard Communication Standard, (Non-Mandatory Form) 29 CFR 1910.1200. Standard must be. Form Approved consulted for specific requirements. OMB No. 1218-0072 IDENTITY (As Used on Label and List) Note: Blank spaces are not permitted. If any item Ready Mixed Concrete (various strengths) is not applicable, or no information is available, the space must be markes to indicate that. Section 1 Manufacturer's Name Emergency Telephone Number II Tilcon Connecticut Inc. 860 225-7801 Telephone Number for Information Address (Number, Street, City, State and Zip Code) 860 225-7801 Black Roe:.Avenue Date Prepared P.O. Box 1357 February 21, 2001 New Britain, CT 06050-1357 Signature of Preparer(optional) Section II Hazardous Components(Specific Chemical IrPELHA ACGIH Other Limits identity, Common Name(s)) TLV I Recommended % Percentage (optional) Identity Information: Formula: Mixture of Portland Cement, concrete aggregates and chemical mixtures. Portland Cement: 3 CaO.Si02 CAS#12168-85-3) 2 CaO.S1O2 (CAS#10034-77-2 3 CaO.AL203 CAS#23042-78-3 4 CaO.AL203.Fe203 CAS#12068-35-8 Plus traces of CaO. MgO, K2SO4 and.Na2SO4 Other Ingredients: Concrete Aggregates: Crushed Stone, Sand and Water Admixtures: May include very small amounts of organic and inorganic materials which have no effect on the hazards associated with the use of the product Section III-Physical/Chemical Characteristics Boiling Point Specific Gravity(H2O= 1) N/A 11 11 1.76-2.56 Vapor Pressure(mm Hg.) Melting Point N/A N/A Vapor Density(AIR = 1) Evaporation Rate N/A11(Butyl Acetate=1 N/A Solubility in Water Slight(0.01 to 1 Appearance and Odor Gray, Plastic, Flowable, Granular mud, Slightly musty odor Section IV-Fire and Explosion Hazard Data Flash Point(Method Used) Flammable Limits LEL rF N/A N/A N/A N/A Extinguishing Media N/A Special Fire Fighting Procedures N/A Unusual Fire and Explosion Hazards N/A (Reproduce locally) Section V-Reactivity Data Stability Unstable Conditions to Avoid Stable X Product stiffens in 1 to 8 hours,and is then no longer plastic. Incompatibility(Materials to void) NONE Hazardous Decomposition or Byproducts NONE Hazardous May Occur a Conditions to Avoid Polymerization Will Not lill Occur Section VI -Health Hazard Data Route(s)of Entry: r lation? Skin? Ingestion? NO YES NO Health Hazards (Acute and Chronic) Acute: Wet plastic, unhardened concrete,can dry skin and cause alkali burns(cement dermatitis). Chronic: Hypersensitive individuals may,develop an allergic dermatitis. Cement may contain traces of chromium. Carcinogenicity: NTP? IARC Monographs? OSHA regulated? NO NO NO Signs and Symptoms of Exposure Irritation of skin and burning sensation particularly when exposure is an area of skin previously subjected to abrasion or irritation. Medical Conditions Generally Aggravated by Exposure NONE KNOWN Emergency and First Aid Procedures Irrigate eyes with water.Wash exposed areas of the body with soap and water. Section VII-Precautions for Safe Handling and Use Steps to Be Taken in Case Material is Released or Spilled Spill does not increase hazard. , I A Waste Disposal Method Material can be retained until it hardens when it can be disposed of as common waste. Precautions to Be Taken in Handling and Storing Use barrier creams, gloves, boots, clothing and protective eyewear to protect the skin and eyes from contact with plastic concrete. Precautions must be observed because cement burns can occur with little warning; little heat is sensed. Eye protection is required. Placing methods may cause splashing, at this point tight fitting goggles should be used. Other Precautions Section Vill-Control Measures Respiratory Protection(Specific Type) NOT REQUIRED Ventilation lff�� st Special N/A Mechanical(General) Other Protective Gloves Eye Protection SEE VII SEE VII Other Protective Clothing or Equipment SEE VII Work/Hygienic practices SEE VII P R O D U C T N F O R M A T 1 O N Darex' 11 AEA Air-Entraining Admixture ASTM C 260 Description Darex®II AEA is an air-entraining admixture which generates a highly stable air void system for increased protection against damage from freezing and thawing,severe weathering, or deicer chemicals. Darex II AEA is a complex mixture of organic acid salts in an aqueous solution specifically formulated for use as an air-entraining admixture for concrete and is manufactured under rigid control which provides uniform, predictable performance. It is supplied ready ' J to use and does nor require pre-mixing with water. Darex II AEA is a dark brown liquid. One Liter weighs 1.04 kg.(8.7 lbs/gal). Darex U AEA complies to ASTM C 260 Standard Specifications for Darex U AEA entrains air effec- concrete.This aids workability to Air-Entraining Admixtures for tively with microsilica concrete the mix and permits a reduction Concrete. and with fly ash concrete. of water with no loss of slump. Placeability is improved. Bleeding, Uses Air-entroining Action segregation,and green shrinkage Darex U AEA is used in ready- By agitation of concrete mixers, are minimized. mix, block,and concrete products Darex U AEA disperses and Through the purposeful plants to improve air entrainment generates millions of discrete entrainment of air,Darex II AEA stability.It is particularly effective semi-microscopic bubbles markedly increases the durability in maintaining air content during throughout the concrete compos- longer haul times. Darex Il AEA ite. Once thoroughly mixed, the of concrete to all exposures. performs well in conventional concrete contains a stable concrete and is effective in network of bubbles which act plasticizing mixes and with slag, much like ball bearings increasing lightweight,or manufactured mobility,or plasticity,of the aggregates which tend to produce harsh concrete. GRACE Construction Products W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Darex II AEA MSDS ID Number. D-06007 MSDS Date: 04/21/2005 SECTION 1 -CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Darex II AEA MSDS Number: D-06007 Cancelled MSDS Number: D-05835 MSDS Date: 04/21/2005 Chemical Family Name: Alkaline Solution of Fatty Acid Salts Product Use: Concrete Air Entraining Agent Chemical Formula: Mixture-NA CAS#(Chemical Abstracts Service Mixture-NA Number): Manufactured by: W.R.Grace&Co.-Conn. Grace Canada, Inc. 62 Whittemore Avenue 294 Clements Road West Cambridge, MA 02140 Ajax,Ontario L1 S 3C6 In Case of Emergency Call: In USA: (617) 876-1400 In Canada: (905)683-8561 SECTION 2.-COMPOSITION/INFORMATION ON INGREDIENTS Ingredient CAS# Percent max Fatty acids,tall-oil, sodium salts 061790-45-2 1-10 Rosin, polymerwith formaldehyde 065997-07-1 1-10 Fatty acids, tall-oil, potassium salts 061791-44-1 1-10 SECTION 3 -HAZARDS IDENTIFICATION Emergency Overview: Caution! Causes eye irritation. Causes skin irritation. May be harmful if ingested. HMIS Rating Health: 3 Flammability: 1 Reactivity: 0 Personal Protective Equipment: C (See Section 8) Potential Health Effects: Inhalation: Causes respiratory tract irritation. If prolonged exposure to vapor or mist occurs, effects may be more severe resulting in coughing and breathing difficulties. Effects include: No other effects expected unless listed below. Eye Contact: Eye contact causes irritation. Skin Contact: Skin contact causes irritation. Prolonged skin contact can result in irritation causing redness and itching. Skin Absorption: Not expected to be harmful if absorbed through the skin. Page 1 of 5 W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Darex II AEA MSDS ID Number: D-06007 MSDS Date: 04/21/2005 Ingestion: Harmful if ingested. Effects include: Nausea, pulmonary edema(from aspiration into the lungs from vomiting), diarrhea and digestive tract irritation. SECTION 4-FIRST AID MEASURES: Skin Contact:Wash with soap and water. If discomfort or irritation persists,consult a physician. Remove contaminated clothing and wash before reuse. Eye Contact: Flush eyes with water for at least 15 minutes while holding eyelids open. If discomfort or irritation persists, consult a physician. Ingestion: Do not induce vomiting. Never give anything by mouth to an unconscious person. If discomfort or irritation persists, consult a physician. Inhalation: If symptoms develop,get fresh air. If symptoms persist, consult a physician. If breathing has stopped,give artificial respiration then oxygen if needed. SECTION 5-FIRE AND EXPLOSION HAZARD DATA Flash Point: >1040C/220°F Flash Point Method: Aqueous Solution Lower Explosion Limit: Not Available Upper Explosion Limit: Not Available Auto-Ignition Temperature: Not Available NFPA Rating Health: 2 Flammability: 1 Reactivity: 0 Extinguishing Media: In case of fire, use water spray, dry chemical, Carbon dioxide or foam. Special Fire Fighting Procedures: Wear self-contained breathing apparatus and complete personal protective equipment when potential for exposure to vapors or products of combustion exist. Water may be used to cool containers to prevent pressure build-up and possible auto-ignition or explosion. Avoid breathing hazardous vapors or products of combustion, keep upwind. Isolate area and keep unnecessary people away. Prevent run-off from fire control or dilution from entering streams or drinking water supplies. No special procedures specific to this product. Unusual Fire and Explosion Hazards: None unless noted below. SECTION 6-ACCIDENTAL RELEASE MEASURES: Spills/Leaks: Use proper personal protective e.quipment. Do not flush to sewer or allow to enter waterways. Keep unnecessary people away. Contain and/or absorb spill with inert material (i.e.sand, vermiculite)then place in a suitable container. For large spills, dike area and pump waste material into closed containers for disposal or reclamation. Page 2 of 5 W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Darex II AEA MSDS ID Number: D-06007 MSDS Date: 04/21/2005 SECTION 7-HANDLING AND STORAGE Precautionary Measures: Do not cut, drill or weld on or near containers whether full or empty. Avoid contact with eyes, skin and clothing. Do not take internally. Practice good personal hygiene to avoid ingestion. Use only with adequate ventilation. Wash clothing before reuse. FOR PROFESSIONAL USE ONLY. KEEP OUT OF CHILDREN'S REACH. SECTION 8 - EXPOSURE CONTROLS AND PERSONAL PROTECTIVE EQUIPMENT EXPOSURE GUIDELINES (US) Ingredient ACGIH TLV OSHA PEL Other TWA STEL Ceiling TWA STEL Ceiling Fatty acids,tall-oil,sodium salts Rosin,polymer with formaldehyde Tall oil EXPOSURE GUIDELINES (CANADA) Employers should consult local Provincial regulatory limits for exposure guidelines which may vary locally. Engineering Controls: Not generally required. Personal Protective Equipment: Respiratory Protection: Respiratory protection is not normally required. However,a chemical cartridge respirator with organic vapor cartridge and a prefilter for dusts/mits is required at or above the applicable exposure limits(Consult above Exposure Guidelines). If no limits exist, use an approved respirator whenever a vapor or mist is generated or if respiratory irritation occurs. Supplied air respirator(SCBA)is required at exposure levels above the capabilities of a chemical cartridge respirator. Skin Protection: Rubber or other impervious gloves should be worn to prevent skin contact. Eye Protection:At minimum, safety glasses with side shields should be worn where exposure to excessive dust or spray is likely. Work/Hygienic Practices: Use good personal hygiene practices. None beyond those noted above. SECTION 9-PHYSICAL AND CHEMICAL PROPERTIES Physical State: Liquid Appearance/Odor: Clear reddish brown liquid, no float out of unsaponified material. Odor Threshold: (ppm) Not Determined pH: 9.0-11.0 Vapor Pressure: (Mrn Hg) =Water Vapor Density: (Air= 1) =Water Solubility In Water: Complete Specific Gravity: (Water= 1) —1.0 Evaporation Rate: (Butyl Acetate= 1) —=Water Boiling Point: >100°C/212°F Viscosity: Unknown Bulk Density: (Pounds/Cubic Foot)(Pco Not Applicable %Volatiles (gr/L): (70°F) (21°C) —90%Water Page 3 of 5 r� W. R. GRACE MATERIAL SAFETY DATA SHEET Product Name: Darex II AEA MSDS ID Number: D-06007 MSDS Date: 04/21/2005 SECTION 10 -STABILITY AND REACTIVITY Chemical Stability: Stable Conditions To Avoid: Strong oxidizers. Hazardous Polymerization: Will not polymerize. Hazardous Decomposition Products: Carbon dioxide and Carbon monoxide. SECTION 11 -TOXICOLOGICAL INFORMATION Ingredient(No data unless listed.) CAS Number LD50 and LC50 Carcinogenicity Ingredient IARC IARC IARC NTP NTP OSHA Group 1 Group 2A Group 2B Known Suspect Fatty acids,tall-oil,sodium salts No No No No No No Rosin,polymerwith formaldehyde No No No No "o No Tall oil No No No No No No Mutagenicity: Not applicable. Teratogenicity: Not applicable. Reproductive Toxicity: Not applicable. SECTION 12 -ECOLOGICAL INFORMATION Environmental Fate: No data available for product. Ecotoxicity: No data available for product. SECTION 13 -DISPOSAL CONSIDERATIONS Waste Disposal Procedures: Consult all regulations(federal, state, provincial, local)or a qualified waste disposal firm when characterizing waste for disposal. According to EPA(40 CFR§261),waste of this product is not defined as hazardous. Dispose of waste in accordance with all applicable regulations. SECTION 14-TRANSPORTATION INFORMATION Proper Shipping Name: Not Applicable UN/NA Number: Not Applicable Domestic Hazard Class: Nonhazardous Surface Freight Classification: Air Entraining Agent, Liquid Label/Placard Required: Not Applicable SECTION 15-REGULATORY INFORMATION REGULATORY CHEMICAL LISTS: CERCLA (Comprehensive Response Compensation and Liabilitv Act) (None present unless listed below) Chemical Name CAS# Wt° CERCLA RQ SARA Title III (Superfund Amendments and Reauthorization Act) Page 4 of 5 • r W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Darex II AEA MSDS ID Number. D-06007 MSDS Date: 04/21/2005 SARA Section 312/Tier I&II Hazard Categories: Health Immediate (acute) Yes Health Delayed(chronic) No Flammable No Reactive No Pressure No 302 Reportable Ingredients (Identification Threshold 1%.) Chemical Name CAS# Wt% SARA 302 TPQ 313 Reportable Ingredients (Chemicals present below reporting threshold are exempt) Chemical Name CAS# Wt% National Volatile Organic Compound Emission Standards For Architectural Coatings: Volatile Organic Content: (gr/L) 0 WHMIS Classification(s) D2 B This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations(CPR). This MSDS contains all the information required by the CPR. State Regulatory Information: California Proposition 65: This product does not contain substances known to the state of California to cause cancer, birth defects or other reproductive harm. Massachusetts Hazardous Substance List(Identification threshold 0 001%(1ppm)) Chemical Name CAS# Wt% New Jersey Hazardous Substance List(Identification threshold (0.1%�) Chemical Name CAS# Wt% Pennsylvania Hazardous Substance List(Identification threshold 0.01%) Chemical Name CAS# Wt% CHEMICAL INVENTORY STATUS: All chemicals in this product are listed or exempt from listing in the following countries: US JCANADA IEUROPE I AUSTRALIA I JAPAN I KOREA I PHILIPPINES TSCA DSL I NDSL I EINECS/ELINCS I AICS I ENCS I ECL I PICCS Yes Yes I No I No Yes I Yes I Yes SECTION 16-OTHER INFORMATION Non-Hazardous Ingredient Disclosure: Chemical Name CAS Number Water 007732-18-5 Prepared by: EH&S Department Approved by: EH&S Department Approved Date: 04/21/2005 Disclaimer: "The data included herein are presented in accordance with various environment, health and safety regulations. It is the responsibility of a recipient of the data to remain currently informed on chemical hazard information,to design and update'its own program and to comply with all national, federal,state and local laws and regulations applicable to safety,occupational health, right-to-know and environmental protection." Page 5 of 5 Compatibility with Other The air-entraining efficiency of Packaging Admixtures Darex II AEA becomes even Darex II AEA is available in bulk, Darex II AEA is fully effective and greater when used with water- delivered by metered tank trucks, compatible in concrete with other reducing and set-retarding agents. totes and drums. Darex II AEA admixtures and may be used with This may allow a reduction of up WILL FREEZE AT ABOUT-10C water-reducing admixtures,accel- to 2/3 in the amount of Darex II (300F),BUT ITS AIR-ENTRAN- erators, and initial set retarders AEA required for the specified air ING PROPERTIES ARE such as WRDA11 with HYCOLO, content. COMPLETELY RESTORED BY PolarSee and Daratardi°.Darex II THAWING AND THOROUGH AEA also effectively entrains air Mix Adjustment MECHANICAL AGITATION. with microsilica admixtures such Entrained air results in increased as Force 10,000®and calcium yields with a consequent decrease Architects' Specification for nitrite admixtures such as DCI . in the cement content Concrete Air-entraining o tent of tlhe Each admixture should be added placed concrete.This condition Admixture separately to the concrete. calls for a mix adjustment,usually Concrete shall be air entrained accomplished by reducing the fine concrete,containing 4 to 7%D Addition Rates aggregate content.This is in entrained air.The air contents in There is no standard addition rate addition to the reduction in water the concrete shall be determined for Darex II AEA. The amount to content brought about by the by the pressure method (ASTMM be used will depend upon the increase in plasticity. Designation C 231),gravimetric amount of air required under job method (ASTM Designation conditions, usually in the range of Dispensing Equipment C 138) or volume metric method 4 to 7%. Typical factors which A.complete line of accurate (ASTM Designation C 173).The might influence the amount of air dispensing equipment is available. air-entraining admixture shall be entrained are temperature, These dispensers can be located to Darex II AEA as manufactured by cement,sand gradation,and use discharge into the water line, the Grace Construction Products,or of extra fine materials such as fly mixer, or on the sand. equal. The air-entraining ash.Typical Darex II AEA admixture shall be added at the addition rates generally range concrete mixer or batching plant from 30 to 320 mIJ100 kg at approximately 30 to 320 mU ('A to S fl oz/1001bs) of cement. 100 kg (t/z to 5 fl oz/100 lbs) of cement,or in such quantities as to give the specificd air contents. North American customer Service: 1.8774AD-MIXI (1-877-423-6491) W�b Visit our web site at:www.graceconstruction.com printed on recycled paper W.R.Grace&Co.-Conn. 62 Whittemore Avenue Cambridge,MA 02140 Damz,W1tDA,HYC04 POIuSc6 Du ,,J,Pons 10,000 mu1 DCI an tim..J t.Jnnarka J W.R.Cram S Ca.-Grnn. We Iwpc'I-inkm - hcrc woll he hdp!I.11 u baaeJ on Jars know armwJereJ W br uue aad wv,na anJ is n(kecd rw the uarti ve zw,dJrrnoa,inwesuzaJ,n GRACE and nfwtwn,hu,we, n. g ,fit a wamn lt da n.u1n ro h aManad.Mr.-read all aarcmmte,rteeznmenJaazu a auN{emnr n cm�uncwn w�dt wv:on,tinuna of.tk, W.RA Cr ryR Ca-Cm�i,b2PV4'lutamnre Av:nne.(:amlNiJ 'mmenJaunn nr w1�;aanon a inan,kJ(or an,uw whuh would,fnnre am pnant nr cupynFhe V.NA 02140.In Canada,Grew Ca 4 Ya.,294 mrma RoaJ,Wca,A1az.Omann,Canada Lt$3C6. Thit p-d—may he--a by queen w p.aaaa F-Jmp. G,pydpht 2001.W.R.Cram K C.-r— AIR 3C Punad in U.S.A. 9103 FWPS/e00 Construction Products degussa. creating essentials POLYHEED0997 Mid-Range Water-Reducing Admixture Description Features Pol Heed 997 is a patented multi- •True mid-ran a water reduction(5-1 S%)and excellent performance across e,a wide concrete slump ran Y 9 9 component,non-chloride,mid-range especially the difficult slump range of 5-8 in.(125-200 mm) water-reducing admixture. •Superior workability,pumpability and finishability qualities even in concrete mixes containing PolyHeed 997 admixture meets low amounts of cementitious materials ASTM C 494 requirements for Type A, •Compressive and flexural strength performance increased at all ages water-reducing,and Type F,high-range •Strength performance comparable to chloride-bearing,water-reducing admixtures at all ages water-reducing,admixtures. •Superior finishing characteristics for residential/commercial flatwork and formed surfaces Applications Benefits Recommended for use in: •Significantly reduced placement and finishing time resulting in lower in-place concrete costs •Conventionally placed concrete mixes •Improved concrete durability to damage from freezing and thawing containing a wide range of cements, •Increased service life of concrete structures granulated slags,Class C and F fly ashes,silica fume and aggregates Performance Characteristics •Reinforced,precast,prestressed,light- Mixture Data.500 Ib/yd'(295 kg/m')of Type I cement;slump,6-7 in.(150-180 mm);5-6%air;concrete weight or normal weight concrete and temperature 70 T(21°C);ambient temperature,70 T(21'Q. pumped concrete •Residential/commercialflatwork and Setting Time Performance' formed surfaces Difference •Rheodynamic®Self-Consolidating Initial Set Mixture h:min h:min Concrete Plain 6:01 — •4x41m Concrete PolyHeed 997 5 fl oz/cwt(325 mU100 kg) 6:22 +0:21 1.0 fl oz/cwt(650 mU100 kg) 6:57 +0:56 15 fl oz/cwt(980 mU100 kg) 7:31 41:30 Compressive Strength Performance 7 Day 28 Day Mixture psi MPa % psi MPa % Plain. 2360 16.3 100 3320 22.9 100 PolyHeed 997 5 fl oz/cwt(325 mU100 kg) 3060 21.1 129 3930 27.1 118 10 fl oz/cwt(650 mU100 kg) 3740 25.8 158 4610 31.8 136 15 fl oz/cwt(980 mU100 kg) 4620 31.9 196 5460 37.7 165 'Note:The data shown are bosed on controlled laboratory tests.Reasonable variations ham the results shown here maybe experienced as a result ofdi/ferences in conaete making materials and jobsite conditions. ConsrructionChemlrars 111111 Master g '91" Builders De ussaAdmixtures,lnc. POLYHEED`997 continued Guidelines for Use Storage and Handling Dosage:PolyHeed 997 admixture has a recommended dosage range of Storage Temperature:If PolyHeed 997 admixture freezes,thaw at 3-15 fl oz/100 lb(195-980 mU100 kg)of cementitious material for most 35°F(2 °C)or above and completely reconstitute by mild mechanical li concrete mixes. agitation.Do not use pressurized air for agitation. As the dosage of PolyHeed 997 admixture increases to 15 fl oz/100 lb Shelf Life:PolyHeed 997 admixture has a minimum shelf life of 18 months. (980 mU100 kg)of cementitious materials,normal concrete setting time Depending on storage conditions,the shelf life may be greater than stated. characteristics are maintained and early and ultimate compressive Please contact your Degussa Admixtures,Inc.representative regarding strengths increase. suitability for use and dosage recommendations if the shelf life of Degussa Admixtures,Inc.does not recommend the use of dosages outside PolyHeed 997 admixture has been exceeded. the recommended range without trial testing.Consult your local Degussa Packaging Admixtures,Inc.sales representative for assistance in determining the PolyHeed 997 admixture is supplied in 55 gal(208 L)drums,275 gal dosage for optimum performance. (1040 L)totes and by bulk delivery. Product Notes Corrosivity—Non-Chloride,Non-Corrosive:PolyHeed 997 admixture will Related Documents neither initiate nor promote corrosion of reinforcing or prestressing steel Material Safety Data Sheets:PolyHeed 997 embedded in concrete,or of galvanized steel floor and roof systems. Additional Information PolyHeed 997 admixture does not contain intentionally added calcium For additional information on PolyHeed 997 admixture or on its use in chloride or other chloride-based ingredients. developing concrete mixtures with special performance characteristics, Compatibility:PolyHeed 997 admixture may be used in combination with contact your Degussa Admixtures,Inc.representative. any Degussa Admixtures,Inc.admixtures.When used in conjunction with other admixtures,each admixture must be dispensed separately into the Degussa Admixture;Inc.is a leading provider of innovative chemical concrete mixture. admixtures and silica fume for specialty concrete used in the ready mix precast manufactured concrete products,underground construction and paving markets in the United States and Canada.The Company's respected Master Builders brand products are used to improve the placing,pumping, finishing,appearance and performance characteristics of concrete. 111111 Master 91° Builders Constni(don Chetnic'ah Degussa Admixtures,Inc. www.mosterbuilders.com United States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5554•Tel:800-628-9990•Fax:216-839-8821 Canada 1800 Clark Boulevard,Brampton,Ontario L6T 4M7•Tel.•800-387.5862•Fax:905-792-0651 m Construction Research&Technology GMBH 02005 Degussa Admixtures,me•Printed in USA•0310S•SAP i.1017014 ' t � P R O D U C T I N F O R M A T 1 O N 1 Pol a Non-Corrosive, Non-Chloride Set Accelerating Admixture ASTM C 494, Type C Description PolarSet®is a non-corrosive, non- {g�w +;;� � •rs t �-' : ' 1° S. chloride admixture for concrete. {c� w�, It accelerates cement hydration resulting in shortened setting '�;�t �. � I ''� •y.. :,, � � s ., ,r times and increased early com- pressive strengths. !" _ � � t _A et PolarSet does not contain calcium ' chloride and is completely non- a corrosive to reinforcing steel, metal decks, and to all metal com- ponents of your admixture stor- age and dispensing system. It is ``•� • .. _ „.._�� ,a.�r formulated to comply with ASTM C 494 Type C and can be used at any dosage to comply with ACI For conditions not subject to be avoided. It can also be used in 318 guidelines for chloride con- freezing, PolarSet may be used to concrete that is to be placed on tent of concrete. One Liter of speed finishing operations and/or steel clad or zinc coated steel PolarSet weighs approximately form removal, leading to savings decks where corrosion must be 1.35 kg (11.2S lbs/gal). in concrete construction costs. similarly avoided. Uses Special Feature Chemical Action PolarSet is specially formulated to PolarSet provides set time acceler- In concrete mixes,PolarSet accel- reduce concrete setting times and ation and early strength develop- erates the chemical reaction increase early strengths for con- ment similar to that provided by between portland cement and crete in very cold conditions, and calcium chloride, but without the water. It speeds up the formation may be used to reduce the time potential corrosive effects. of gel —the binder that bonds that concrete must be protected PolarSet can, therefore, be used concrete aggregates together. against freezing in ambient tem- where potential corrosion of Accelerated gel formation in turn peratures as low as -7°C (20°F). embedded or stressed steel must shortens the setting time of con- GRACE Construction Products Crete,compensates for the set- Precaution should be taken to non-corrosive properties are com- slowing effects of cold weather avoid mixing PolarSet with other pletely restored by thawing and and contributes to the develop- admixtures before they enter the thorough agitation. ment of higher strengths. Gel for- concrete. However, once they mation promotes heat generation have been separately added to the Architects' Specifications within the mix—helping to pro- mix, the products will function as The set accelerating admixture tect the concrete from freezing prescribed. shall be PolarSet,non-corrosive, during the critical first hours after non-chloride set accelerator,as placement. Mix Adjustment manufactured by Grace Since PolarSet may be used at Construction Products.The Addition Rates high dosages,the concrete pro- admixture shall be used in strict The amount of PolarSet used will ducer should account for the accordance with the manufactur- depend on specific job conditions, water contained in the PolarSet. er's recommendations.The on local materials and on the Each Liter of PolarSet added to admixture shall comply with degree of set acceleration and a concrete mix will contribute ASTM Designation C 494,Type early strength development 0.78 kg (6.5 lbs/gal) of water to C and will not contain purposely required.Typical addition levels that mix. added chlorides or contribute to range from 520 to 3910 mU100 kg steel corrosiop.Certification of (8 to 60 fl oz/100 lbs) of cement, Dispensing Equipment ,compliance will be made available but levels as high as 6520 mU100 kg A complete line of accurate dis- upon request. (100 fl oz/100 lbs) of cement can pensers is available.PolarSet may Concrete shall be proportioned in be used. For freeze protection be introduced on the sand, in the accordance with Recommended purposes typical addition rates are water,or at the end of the batch between 3910 to 5220 mU100 kg cycles.Similar to all concrete Practice for Selecting Proportions (60 to 80 fl oz/100 lbs) of cement. admixtures,PolarSet should not for Normal Weight Concrete, ACI come in contact with other 211.1 or Recommended Practice Compatibility with Other admixtures prior to entering the for Selecting Proportions for Admixtures concrete. Structural Lightweight Concrete, PolarSet is compatible with air- ACI 211.2, or in accordance with entraining admixtures such as Packaging and Availability ACI 318. Darex'II and Daravair';water PolarSet is currently available in NOTE TO SPECIFIER:For use reducers such as WRDA'with bulk quantities by Grace metered in freeze protection,request sam- Hycol'or WRDA 79,mid-range systems,or in 208 L (55 gal) ple specification available from water reducers such as Daracem' drums.PolarSet freezes at approx- your Grace Engineering Services 50 and SS, and high range water imately-23aC(-10aF), but its set Representative. reducers such as,ADVA', acceleration,strength gain and Daracem 19 and Daracem 100. North American Customer Service:1.877-4AD-MIXI (1-877-423-6491) W�b Visit our web site at:www.grococonstruction.com " printed on recycled paper W.R.Grace&Co.-Conn. 62 Whittemore Avenue Cambridge,MA 02140 Pol.,Sa,Due.,D.nnir,W RDA,Hycol,ADVA and Du.am ue rryinered-de-.rh,of W.R.Goa 6e Co.-C.... GRACE rhreh apply ro ell``ood-mppbed by o,. No auemenq rreommrnd.na.or m{{66 mn i,.,ended form ore rh¢h—1d fang,.ny p.rcn,or<opy,,gh,. W.P_Gau k Co 62 62 Wharemorc A—.,Cambndp,MA 02160.In C...d.,eGoa C...d.,1.,294 Clements R..d,War,Apq Onnno,C.n.d.LIS X6. This prodocr may be co-red by parmn or pa,,nis pradm6. Cupyn6hr 2002.W.R.G...e&Co.-Cane. PS-ID Pnnrcd ra U.S.A. NO2 FAIGM2.SM Construction Products W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: PolarsetO MSDS ID Number: D-05980 MSDS Date: 11/12/2004 SECTION 1 -CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Polarset® MSDS Number: D-05980 Cancelled MSDS Number: D-05574 MSDS Date: 11/12/2004 Chemical Family Name: Calcium Nitrate/Nitrite Based Solution Product Use: Concrete Set and Strength Accelerator Chemical Formula: Mixture-NA CAS#(Chemical Abstracts Service Mixture-NA Number): Manufactured by: W.R.Grace &Co.-Conn. Grace Canada, Inc. 62 Whittemore Avenue 294 Clements Road West Cambridge, MA 02140 Ajax, Ontario L1S 3C6 In Case of Emergency Call: In USA: (617) 876-1400 In Canada: (905)683-8561 SECTION 2-COMPOSITION/INFORMATION ON INGREDIENTS Ingredient CAS# Percent max Calcium bromide 007789-41-5 1-10 Calcium nitrate 010124-37-5 10-25 Calcium nitrite 013780-06-8 10-25 Dieth lene Glycol 000111-46-6 1-10 Meth Idiethanolamine 000105-59-9 1-10 SECTION 3 -HAZARDS IDENTIFICATION Emergency Overview: Warning! Causes severe eye irritation. Causes skin irritation. May be fatal if ingested. May cause liver and kidney damage. May cause sensitization. Potential for hazardous gas to be formed. HMIS Rating Health: 3 Flammability: 1 Reactivity: 0 Personal Protective Equipment: B (See Section 8) Potential Health Effects: Inhalation: Acute inhalation not expected to result in adverse effects. If inhaled as a vapor or mist,causes irritation, sore throat, coughing and breathing difficulty. Page I of 6 W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Polarset® MSDS ID Number: D-05980 MSDS Date: 11/12/2004 Effects include: Nausea, headache,dizziness,coughing and shortness of breath. Eye Contact: Eye contact can cause severe irritation. Prolonged eye contact can result in tissue damage. Skin Contact: Skin contact causes irritation. Prolonged skin contact can result in irritation causing redness and itching. May cause sensitization. Skin Absorption: Not expected to be harmful if absorbed through the skin. Ingestion: Harmful or fatal if ingested. Effects include: Drowsiness, nausea,pain,vomiting, diarrhea,thirst, circulatory collapse and coma. Diethylene& Ethylene glycol can cause liver and kidney damage. Large amounts of nitrates/nitrites may cause nausea,vomiting,cyanosis(due to methemoglobin formation), abnormally slow respiration, collapse, coma and death. Repeated small doses may cause a fall in blood pressure, rapid pulse, headache and visual disturbances. SECTION 4-FIRST AID MEASURES: Skin Contact: Wash with soap and water. If discomfort or irritation persists,consult a physician. Remove contaminated clothing and wash before reuse. Eye Contact: Flush eyes with water for at least 15 minutes while holding eyelids open. Get immediate medical attention. Ingestion: Do not induce vomiting. Never give anything by mouth to an unconscious person. Call a physician or poison control center immediately. Inhalation: If symptoms develop,get fresh air. If symptoms persist, consult a physician. If breathing has stopped, give artificial respiration then oxygen if needed. SECTION 5-FIRE AND EXPLOSION HAZARD DATA Flash Point: Not Applicable Flash Point Method: Aqueous/Inorganic Lower Explosion Limit: Not Available Upper Explosion Limit: Not Available Auto-Ignition Temperature: Not Available NFPA Rating Health: 1 Flammability: 1 Reactivity: 0 Extinguishing Media: In case of fire, use water spray, dry chemical, Carbon dioxide or foam. Special Fire Fighting Procedures: Wear self-contained breathing apparatus and complete personal protective equipment when potential for exposure to vapors or products of combustion exist. Water may be used to cool containers to prevent pressure build-up and possible auto-ignition or explosion. Avoid breathing Page 2 of 6 � ~ Y W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: PolarsetO MSDS ID Number: D-05980 MSDS Date: 11/12/2004 hazardous vapors or products of combustion, keep upwind. Isolate area and keep unnecessary people away. Prevent run-off from fire control or dilution from entering streams or drinking water supplies. No special procedures specific to this product. Unusual Fire and Explosion Hazards: This material, if dried to a solid powder-like form,will become an oxidizer,which may provide oxygen to combustible materials. SECTION 6 -ACCIDENTAL RELEASE MEASURES: Spills/Leaks: Use proper personal protective equipment. Do not flush to sewer or allow to enter waterways. Keep unnecessary people away. Do not dry this material. If dried to a solid powder-like form,this product would be an oxidizer, and classified as a reactive waste according to the EPA(40 CFR§261.3) Liquid waste is not classified as hazardous by the EPA. Contain and/or absorb spill with inert material (i.e.sand, vermiculite)then place in a suitable container. For large spills, dike area and pump waste material into closed containers for disposal or reclamation. SECTION 7-HANDLING AND STORAGE Precautionary Measures: Spray applications are not recommended. Wear approved respiratory protection if spray mist is created. Do not mix directly with acidic materials. Do not mix directly with other admixtures. Hazardous gas may form. Avoid contact with eyes, skin and clothing. Practice good personal hygiene to avoid ingestion. Use only with adequate ventilation. Wash clothing before reuse. FOR PROFESSIONAL USE ONLY. KEEP OUT OF CHILDREN'S REACH. SECTION 8 - EXPOSURE CONTROLS AND PERSONAL PROTECTIVE EQUIPMENT EXPOSURE GUIDELINES (US) Ingredient ACGIH TLV OSHA PEL Other Calcium bromide TWA STEL Ce-ilinq TWA STEL Ceiling _ Calcium nitrate _ Calcium nitrite Dieth lene Glycol _ Meth Idiethanolamine EXPOSURE GUIDELINES (CANADA) Employers should consult local Provincial regulatory limits for exposure guidelines which may vary locally. Engineering Controls: Not generally required. Personal Protective Equipment: Respiratory Protection: Respiratory protection is not normally required. However,a chemical cartridge respirator with organic vapor cartridge and a prefilter for dusts/mits is required at or above the applicable exposure limits(Consult above Exposure Guidelines). If no limits exist, use an approved respirator whenever a vapor or mist is generated or if respiratory irritation occurs. Page 3 of 6 W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Polarset® MSDS ID Number: D-05980 MSDS Date: 11/12/2004 Supplied air respirator(SCBA)is required at exposure levels above the capabilities of a chemical cartridge respirator. Skin Protection: Rubber or other impervious gloves should be worn to prevent skin contact. Eye Protection:At minimum, safety glasses with side shields should be worn where exposure to excessive dust or spray is likely. Work/Hygienic Practices: Use good personal hygiene practices. Do not add amines to this product. Cancer-causing nitrosamines may be formed. Direct contact with other admixtures,washwater and any other material causing the pH to fall below specification can result in the formation of NOx gas creating a hazardous situation. Nitric oxide -(NO))is a colorless, ordorless gas. Nitrogen dioxide(NOZ)is a reddish brown gas with a highly pungent, bleach-like odor. Exposure can cause irritation to eyes and respiratory system and effect the central nervous and cardiovascular systems. Severe overexposure can be fatal. This hazard does not exist when mixed with other admixtures in concrete. .SECTION 9 -PHYSICAL AND CHEMICAL PROPERTIES Physical State: Liquid Appearance/Odor: Light green,clear liquid with no significant odor Odor Threshold: (ppm) Not Established pH: 8.0-10.0 Vapor Pressure: (Mm Hg) —15 @ 25°C Estimated Vapor Density: (Air= 1) 1.0 Solubility In Water: Complete .Specific Gravity: (Water= 1) 1.3- 1.4 Evaporation Rate: (Butyl Acetate= 1) Less Than 1 Boiling Point: --2250F/108°C Viscosity: Unknown Bulk Density: (Pounds/Cubic Not Applicable Foot)(Pcf) %Volat les (gr/L): (70°F) (21°C) —60% (As Water) SECTION 10 -STABILITY AND REACTIVITY Chemical Stability: Stable -Conditions To Avoid: Strong acids,Organic materials,Ammonium salts,Activated carbon, Reducing agents, Cyanides, Most metals,ammonia, hydrazine and Avoid direct contact with other admixtures and any other material which could cause the pH of this product to fall below 8.0. Those conditions can result in the formation of Nitrogen oxide(NO, NO2)gas, creating a hazardous situation.. Hazardous Polymerization: Will not polymerize. Hazardous Decomposition Oxides of nitrogen. Products: SECTION 11 -TOXICOLOGICAL INFORMATION Ingredient(No data unless listed.) CAS Number LD50 and LC50 Calcium bromide 007789-41-5 Oral LD50 Rat 4100 mg/kg Calcium nitrate 010124-37-5 Oral LD50 Rat 302 mg/kg Diethylene Glycol 000111-46-6 Oral LD50 Rat 12565 mg/kg; Oral LD50 Mouse 2370,0 mg/kg Methyldiethanolamine 000105-59-9 Oral LD50 Rat 4780 mg/kg; Dermal LD50 Rabbit 5990 uUkg Calcium Nitrite 013780-06-8 Oral Rat LD50: 283 mg/kg Page 4 of 6 w W.R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Polarset® MSDS ID Number: D-05980 MSDS Date: 11/12/2004 Carcinogenicity{;, Ingredient IARC IARC IARC NTP NTP OSHA Group 1 Group 2A Group 2B Known Suspect Calcium bromide No No No No No No Calcium nitrate No No No No No No Calcium nitrite No No No No No No Dieth lene Glycol No No No No No No Meth Idiethanolamine No I No No No I No I No Mutagenicity: Not applicable. Teratogenicity: Not applicable. Reproductive Toxicity: Not applicable. SECTION 12 -ECOLOGICAL INFORMATION Environmental Fate: No data available for product. Ecotoxicity: No data available for product. SECTION 13 -DISPOSAL CONSIDERATIONS Waste Disposal Procedures: Consult all regulations (federal,state,provincial, local)or a qualified waste disposal firm when characterizing waste for disposal. According to EPA(40 CFR§261),waste of this product is not defined as hazardous. Dispose of waste in accordance with all applicable regulations. Do not dry this material. If dried to a solid powder-like form,this material would be an oxidizer and classified as a reactive waste#D001 according to the EPA(40 CFR§261). Liquid waste is not defined as hazardous by EPA. SECTION 14-TRANSPORTATION INFORMATION Proper Shipping Name: Not Applicable UN/NA Number: Not Applicable Domestic Hazard Class: Nonhazardous Surface Freight Classification: Concrete Corrosion Inhibitor, Liquid Compound Label/Placard Required: Not Applicable SECTION 15-REGULATORY INFORMATION REGULATORY CHEMICAL LISTS: CERCLA(Comprehensive Response Compensation and Liability Act) (None present unless listed below) Chemical Name CAS# Wt% CERCLA RQ SARA Title III (Superfund Amendments and Reauthorization Act) SARA Section 312/Tier I&11 Hazard Categories: Health Immediate (acute) Yes Health Delayed(chronic) No Flammable No Reactive No Pressure No 302 Reportable Ingredients (Identification Threshold 1%.) Chemical Name CAS# Wt% SARA 302 TPQ 313 Reportable Ingredients (Chemicals present below reporting threshold are exempt) Chemical Name CAS# Wt% Ethylene Glycol 000107-21-1 .037 Nitrate compounds RR-01770-9 19.4321 National Volatile Organic Compound Emission Standards For Architectural Coatings: Page 5 of 6 r v ti W. R.GRACE MATERIAL SAFETY DATA SHEET Product Name: Polarset® MSDS ID Number: D-05980 MSDS Date: 11/12/2004 Volatile Organic Content: (gr/L) Not Applicable WHMIS Classification(s) D2 B This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations(CPR). This MSDS contains all the information required b the CPR. 9 ( ) 4 Y State Regulatory Information: California Proposition 65: This product does not contain substances known to the state of California to cause cancer, birth defects or other reproductive harm. Massachusetts Hazardous Substance List(Identification threshold 0.001%(1ppm)) Chemical Name CAS# Wt% New Jersey Hazardous Substance List(Identification threshold MAW) Chemical Name CAS# Wt% Nitrate compounds RR-01770-9 19.4321 Pennsylvania Hazardous Substance List(Identification threshold 0.01%) Chemical Name CAS# Wt% CHEMICAL INVENTORY STATUS: All chemicals in this product are listed or exempt from listing in the following countries: Us CANAL` EUROPE I AUSTRALIA I JAPAN I KOREA I PHILIPPINES TSCA DSL I NDSL EINECS/ELINCS I AICS ENCS I ECL I PICCS YES YES No Not Determined Not Not Not Not Determined Determined I Determined I Determined SECTION 16 -OTHER INFORMATION Non-Hazardous Ingredient Disclosure: Chemical Name CAS Number Water 007732-18-5 Nitrate compounds RR-01770-9 Prepared by: EH&S Department Approved by: EH&S Department Approved Date: 11/12/2004 Disclaimer: "The data included herein are presented in accordance with various environment, health and safety regulations. It is the responsibility of a recipient of the data to remain currently informed on chemical hazard information,to design and update its own program and to comply with all national, federal, state and local laws and regulations applicable to safety, occupational health,right-to-know and environmental protection." Page 6 of 6