Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1550 Sullivan Avenue
a t f' r V TO THE BURDING INSPECTOR APPLICATION FOR PLAN EXAMINATION AND TOWN OF SOUTH WINDSM CONIC BUILDING PERMIT z IMPORTANT — Ap •cant to c mplete all items in section . III, IV, and IX. O ZONING e e DISTRICT— AT 15250 � I• (LOCATION) �"��ua,,-r��_zze A26d�- % LOCATION (NO. (STREET) OF BETWEEN AND BUILDING (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE VN II. TYPE AND COST OF BUILDING — A11 applicants complete Parts A — D 11 X A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use rn rn 1 ❑ New building Residential Nonresidential 2 ❑ Addition(►/residential, enter number 12❑ One family 18 ❑ Amusement, recreational of new housing units added, if any, 13 ❑ Two or more family — Enter 19 ❑ Church, other religious in Part D, 13) number of units— — — — —> 20 ❑ Industrial 3 ❑ Alteration (See 2 above) 14 Transient hotel, motel, ❑ 21 ❑ Parking garage 4 Repair, replacement or dormitory — Enter number 5 ❑ Wrecking (1/multifamily residential, of units ——————— — -i 22 ❑ Service station, repair garage enter number of units in building in 15 ❑ Garage 23❑ Hospital, institutional Part D, 13) 16 ❑ Carport 24❑ Office, bank, professional 6 ❑ Moving (relocation) � 17❑ Other — Specify 25 E:] Public utility 7 ❑ Foundation only 26 ❑ School, library, other educational B. OWNERSHIP 27❑ Stores, mercantile 8 ❑ Private (individual, corporation, 28 ❑ Tanks, towers nonprofit institution, etc.) 29 ❑ Other — Specify 9 ❑ Public (Federal, State, or local government) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings,e.g., food OAS processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement,•••••,,,••••,•, school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of ing building is being changed, enter proposed use. in the above cost a. Electrical...................... l p b. Plumbing ...................... { �. c. Heating, air conditioning......... d. Other(elevator, etc.)............ 11. TOTAL COST OF IMPROVEMENT I$ III. SELECTED CHARACTERISTICS OF WILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑Masonry (wall bearing) 40❑ Public or private company 48• Number of stories................ 31 ❑ Wood frame 41 ❑ Private (septic tank, etc.) 49. Total square feet of floor area, all floors, based on exterior 32❑ Structural steel dimensions .................... 33❑ Reinforced concrete H. TYPE OF WATER SUPPLY 34❑ Other — Specify 42 ❑ Public or private company 50. Total land area, sq. ft. ........... 43 ❑ Private(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed ....................... 35❑ Gas Will there be central air 52. Outdoors....................... 36 ❑ Oil conditioning? L. RESIDENTIAL BUILDINGS ONLY 37❑ Electricity 44❑ Yes 45❑ No 53. Number of bedrooms.............. 38 ❑ Coal 39❑ Other— Specify Will there be an elevator? 54. Number of Full.......... 46❑ Yes 47❑ No bathr oms Partial....... NOTES and Data — (For department use) IV. IDENTIFICATION — To be completed by all applicants Name Mailing address — Number, street, city, anj-staI4 ZIP code Tel. No. 1. Owner or , ` 7. Lessee t 2. Contractor 1 � rlab- 3. Architect or Engineer The owner of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. [!ig�nture of applicant Addres Application date 10-46- ,.5r,f lcp/o-3 T DO NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans R view Required Check Plan Review Date Plans By Date Plans By Notes Fee Started Approved BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL $ OTHER $ VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS Permit or Approval Check ObDta ned ate Number By Permit or Approval Check obDated Number By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VII. VALIDATION Building Permit number 8274 Building Permit issu d 10-30-73 19 Bui Iding Permit Fee $ 6 .00 Approved by: TIT VIII. ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT•YARD SIDE YARD SIDE YARD REAR YARD NOTES IX. SITE OR PLOT PLAN — For Applicant Use { < ,, � r ' � » G a 5 'Il ,$ •-_ «$ " ..,N,-.o a .� , a..,. . ,�_ r `,k ,. . �� a .V�a = -, .Z,» a ;�-m m ,q ., °-,-,_ :.�s, �,.-,m a a_ �=,a .�. .w;- .-.i-�fib.»`,.�..a.» ,- ♦�....�,�-i#�»`'' -a-�.�,,�b�.y,..«,x r, a.« i-�1 a¢..a.w s p e,.a �.a j b". _ s.�„_.b, a a L..�,.�.s-k�i,,.� z ,.»x s .F»,.<�.�.». , 'wat.. a.y< :' 1'd..«A...�»«a=«. z ¢M aab isi a l.b6d w- p x t�rrry a+°aac mgp.d L;6S-, `dfi., '9-f._'# 4-gwt .p.m- ->-r �.a v � - .,� $-;-.f., a.- -.a df-w- �-, -.,.-B�a 4 �, -�-�e -,S_x �&-i b� L-v-'e� � �v_a p r y�«_. R,j} g!a z. _,a a i 'tee_.__s-•r•.-Y -s< g.Y. ,.;,�_ �i A i a> s `-,,,_ .-®mp.- -a-{ a.;.-",.,W» 1 -»,-.«a..�-0.--�,'�.., z.. ;.--<..,v.,,.h-y-i....�d-.•-.�.�.>.:,.«».,a< p.a p.��.., .,<iAr w„ ♦ -e-� r}{` } 'y$ 5 % $ ,}- q t If +1_r t t h k §S 1 4 a i t •a a p i 5� � �i-g.., d-a :-„ L� j a# G^ ma bhp «_},,<i<a_.,p .�".d# a-§'7 f.ab q�grp} .� -4- �db.aE ag ' 4 _q. }a �- i` t. tgiY }t>f . r3tF z •tt. v#r <# -�-k # + �-. •{i +t>-,-4-+' i'-"'�- v -i--a '9•- o..s_y.� .-y-_�' a�p- d.m- ', ,�., �, tw$,+..` ` r .. _�.'. 1 ,. ..3 o p,a i t Y -m- ;�•p 4 d a, .a. ; <a. - » ,y a. , a. >d » -e-,i # a,a.�.Y fr TOWN OF SOUTH WINDSOR BUILDING PERMIT 3. , " Date Oct 0 19 73 - Fee Paid $6 .00 Est. Value 0.00 Permit N© 8274 on the s outh side of Sullivan Ave. Street Street No. F Owner Illmar Ru-pner U & R Housing Corp. Applicant New Eng 1 and M e c h ani c a l Services,Inc. CERTIFICATE OF OCCUPANCY ISSUED: Date No. Fee Paid $ CLASSIFICATION Replace gas fired in line duct at Library. BUILDING PERMIT NOS 8274 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. South Windsor, Conn. 06t* 30 s 1973 Tots is to TPrftf1j, That g4V RaglaA X*Ok d*al 8 sari x v Into is hereby granted permission to Replace gas fired In Jim duet at Library at estimated value of $ 630.00 on the South side of S ul l i van A'y'e e %F/55D Street on land owned by U & R Rousing Corp* Said work to be as described in Application No. 857' and to conform to specifications and plans filed with said Application, and Building By- Laws of THE TOWN OF SOUTH WINDSOR. 06t. 30al . �19 73 `ffuillng Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compeller'. to reason therefor." TO THE BUHDING INSPECTOR of dw APPLICATION FOR PLAN EXAMINATION AKO TOWN OF SOUTH wuw-s *COW BUILDING PERMIT IMPORTANT — Applicant to complete all items in sections: 1, It, III, IV, and IX. O ZONING • AT (LOCATION) 1550 Sullivan Avenue DISTRIC 0 LOCATION (NO.) (STREET) OF BETWEEN AND BUILDING (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE M II. TYPE AND COST OF BUILDING — A11 applicants complete Parts A — D '♦ 70 A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use A 1 New building Residential Nonresidential 2 A Addition(1/residential, enter number 12❑ One family 18 ❑ Amusement, recreational o/new housing units added, i/any, in Part D, 13) 13❑ Two or more family - Enter 19 ❑ Church, other religious number o/units- - - - --),. 20❑ Industrial 3 ❑ Alteration (See 2 above) 14 ❑ Transient hotel, motel, 21 ❑ Parking garage 4❑ Repair, replacement or dormitory - Enter number 5 ❑ Wrecking (I/multi/amily residential, o/units ------- - -i Service station, repair garage enter number o/units in building in 15 ❑ Garage 23❑ Hospital, institutional Part D, 13) 16 ❑ Carport 24❑ Office, bank, professional 6 ❑ Moving (relocation) 17❑ Other - SpeciJy 25❑ Public utility 7 ❑ Foundation only 26 [jd School, library, other educational B. OWNERSHIP 27❑ Stores, mercantile 8 ❑ Private (individual, corporation, 28 ❑ Tanks, towers nonprofit institution, etc.) 29❑ Other - Specify , 9 V�71 Public (Federal, State, or local government) C. COST (Omit cents) Nonresidential - Describe in detail proposed use of buildings, e.g., food processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement,,,,,,,,,,,,,,,, inOC) school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but n)< included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical...................... goo Library b. Plumbing ...................... c. Heating, air conditioning......... DO 0 d. Other(elevator, etc.)............ /p 11. TOTAL COST OF IMPROVEMENT $ b l coo III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 48. Number of stories................ 30W Masonry(wall bearing) 40❑ Public or private company 31 ❑ Wood frame 41 El Private (septic tank, etc.) �• Total square feet floor area, all floors, based on exterior 32 Structural steel dimensions ..................... 33 Reinforced concrete H. TYPE OF WATER SUPPLY 34❑ Other - Specify 42 5< Public or private company 50. Total land area, sq. ft. ........... 43 ❑ Private(well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed ....................... 35❑ Gas Will there be central air 52. Outdoors....................... -•tSoQj' 36® Oil conditioning? IL-�1j ❑ L. RESIDENTIAL BUILDINGS ONLY 37 Electricity 44�Yes 45 No 53. Numb r of bedr oms........ 38❑ Coal 39❑ Other- Specify Will there be an elevator? 54. Number of Full.......... 461641 Yes 47 D No bathr ms Partial....... NOTES and Data — (For department us ) IV. IDENTIFICATION — To b compl t d by all applicants Nam Mailing address — Number, street, city, and State ZIP code Tel. No. 1. Owner or Lessee 2. Aspine t Contractor 3. 06001 Architect or Engineer —1 -945 The owner of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. Sign ure f ap licant Address Application dot I : I- — Pa`S� y� t; - 0 60O 12/7/77 00 NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans R vi w R quired Check Plan Review Date Plans By Date Plans By Notes Fee Started Approved BUILDING �/ ��. PLUMBING $ MECHANICAL ELECTRICAL $ OTHER VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS P rmit or Appr val Check Date Obtained Number By Permit or Approval Check Obtained ate BOILERNumber By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VII. VALIDATION Building 10113 P rmit numb r Building Permit issu d Dec. 8 19 77 Building Permit F Approved by: r ' TITLE TOWN OF SOUTH WINDSOR BUILDING PERMIT Date Dec. 8 19 77 Fee Paid Est. Value 6 9 4,6 00 Permit ® 10113 E z on the side of k Sullivan Avenue Street Street No. 1550 Owner Town of C^„tb Windsor Applicant AsPinet Construction Co. CERTIFICATE OF OCCUPANCY ISSUED: Date No. 5080 Fee Paid $ CLASSIFICATION Library BURRING PERMIT M 10113 OFFICE OF THE BUILDING INSPECTOR of the Town of South Windsor, Conn. Dec. 8 77 South Windsor, Conn. 19 Aspix.et Caas true tion Co. 94to is to farrtit-U, That 1, .brary is hereby granted permission to .00 1550 Sullivan xronueat estimated value of $ on the side of Street on land Town of South Windsor owned by Work Said to be as described in Application 10A13 No. _ and to conform to specifications and plans filed with said Application, and Building By, Laws of THE TOWN OF SOUTH WMSOR. Dee. 7 7 Dee. $ Iss -�2 9 uil ng Inspector. Streets and sidewalks, obstructed by excavations or building materials, must be guarded by barriers during the day and by both barriers and colored lights by night. SECTION 1343, GENERAL STATUTES OF CONNECTICUT: "When any person shall place or keep building materials, or any obstacle in any highway (or any sidewalk) either with or without a license therefor from the city or borough in which such highway may be situated, he shall pay said city, town or borough all costs and damages which it shall sustain, or be compelled to reason therefor." LIBRARY 7 7 Aspine t Construction Co. Town of South Windsor Permit # 10113 1550 Sullivan Avenue E1 ctrician J. Martinelli #6458 Heating Contr. Lawrence Marren #4779 Plumbing " Marren Mech. Cont # 5178 Oil Burner # C rtifi cate of Occupancy # 5080 Approved per P & Z Commission yea' J� '7 Permit # SPECTION REPOR Job tootiricl 2 Foundation 3 Framing ? 4 Wiring -( j 76 f 5 ?fumbing I,;2 -- 6 Heating ___---- 7 Lathing i Permit No. TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONN. Permit 5080 Certificate of c upancy THIS IS TO ERTIFY that the 1 at No.)` <-, / �-��" in the Town of South Windsor, Connecticut, has been erected and completed in accordance with the Building Code and Zoning Regulations of the Town of South Windsor, and is hereby approved for occupancy. it u ing Inspector / 4Auaer, Builder Fee Paid�— Date ,... 19 6458 ELECTRICAL A"LICATIOR Application No.. 6764 on the side of Stl1 1 i van Avenue Street Street No. 1 5 5(1 Town o o �t-h Wi ncj�nr Electrician Ca 1 on i a 1' F.1 P C t r i C FILED IN OFFICE OF The Building Inspector Anri 1 27 19—7-& INSPECTION. rV No Electrical Work shallf be started until a Per. mit is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heating pipes, and the fire ,tops (if of wood) are installed, without a special permit from the office of the Building Inspector. 10 , APPLICATION FOR PERMIT TO DO ELECTRICAI. WORD. No. ....6..7...6.4....................... Permit No. 6.4.5.8.. ................... .. TO THE BUILDING INSPECTOR of the TOWN OF SOUTH W INDSOR, CONN. ......... hereby make application tq perform Electr cal Work according to detailed description below. All provisions of the Rules for Electrical Installation, Section 48, Building By-Laws, shall be complied with whether specified herein or not. South Windsor, Conn.. ............April....16..,1.978...... 19... Sign here r � .. . ..... .... ....... .......... ... ............................................................................... ` 857 Foster St. Address .................................................................................................................... _.... LocationSullivan Ave. ........................... Side of........................................................................ . ..................... .................................................................................................................................. Nature of Building TcJ�ri Library . How many stories 2 ................. ............ .... . ............................................... ................................................................................................. Newor old Building ....N�................................................................... .. How many families ................._......................_.........._............................_........... Kindof Installation .......Conduit.................................................... .... How many Stores ......................................................................................._........... Owner ......Town.....°f...South ...Windsor. ..................... ................ Address ...........................................................ll SullivanAv®............_...__............_._........ __.... Architect Moore ...&...Salsbury........... .... ........................................ .......................................................................................... _.............._....._._.... Address Builder ....Aspinet......Const.......Coy............................... ................ Address Avon,Ct.+....*............................................_.__.....�. ....... ........ .................... ..... . . ....... .. .. Electrician Colonial Electric Inc.• Address 857 .Foster.-So. .Windsor.Ct., _ Size of Main Wires ...Pr....'350 .M.C.M: N . of Light Loops .................. ... ............ No. of Heat Loops .................. ....... . .. . No. of Power Loops ......_.............. ._. No. of Light Outlets ....................... ............ No. of Heat Outlets ....... .. ... .... ... .... ... No. of Power Outlets ..................................... NoO of Light Circuits ............. .. ................ No. of Heat Circuits ....... .. ... . ... ........... No. of Power Circuits .................................. No. of Sockets ............... .. .......... ................ No. of Heat Receptacles .... .. ....... .... No. of Motors ........................................................ No. of Panels ............................................... ...... Size of Heat Circuit ....... ......................... No. of Power Receptacles ........................ No. of Switches ................................................ Total Wattage ....................................................... Size of Power Circuit .......................... Total Horsepower ........................... .......... . No. of Straight Electric Fixtures ...... ....... .. .. . ................. No. of Combination Fixtures ..................... .................... ............. No. of Receptacles ......................... ......... ............ ....................... . .......... No. of Cord Drops .............................................................................................. Remarks: For other kind of Installation ..... ................................................................................................................................................................. ................... As per plans & Specifications..... .............................................................................................................................................. ................_..................................................................................................................................................... ..... ........................................................................................................... ............................. ............................................................................................................................................................ ............... .................................................................................................. ....... ......................................................................................................................................................................................................... Estimated Cost ....... .....$.c�. 0pp.6-00..•..... PERMIT # Application For 4980 4779 .6a -&aDEPARTMENT DECISION Heating Permit O O 3 APPLICATION IS HEREBY: DEPARTMENT OF LICENSES AND INSPECTIONS � i'' IN APPROVED ❑ DISAPPROVED .= TOWN OF SOUTH WINDSOR Cd 00 4/ DATE 7 8 CHI INSPECT APPLICATIONS MUST BE PRINTED OR TYPED. BEGIN WITH NUMBER ONE BEL MI O � rn � C1. LOCATION OF JOB -) 0 NO. STREET 4.. O Cd LOT NO. FLOOR APT. NO. O A r..� O N O O 6161,6A406 2. OWNER ���/1/ f>� �UT/Y 00L oa3 O & ADDRESS - bo 3 4)� a) 4.PHONE > Co Cn APPLICANT a. ADDRESS �,�• �� /O rj 3 AC-Kw .ycv Tl11cl T.PHONE y7 w ,C d S. LICENSE NO. a� 4 n O w S. EXPIRATION DATE OF LICENSE " a 10. ESTIMATED COST 5.--; O ^ 11. IS THIS A CONTRACT COS" ® YES ❑ NO be 7 12. FEE ENCLOSED $ Permit 10113 12. TYPE OF BUILDING: b ❑ RESIDENTIAL 10 COMMERCIAL _O R a 14. TYPE OF JOB: ❑ INDUSTRIAL Cd INSTALLATIONRIGINAL ❑ ADDITION REPAIR APPLICATION FOR HEATING PERMIT (Continued fr m Reverse Side) 7.) 11. LOCATION OF JOB u Lr !y eve NO. STREET FLOOR APT.NO. 12. TYPE OF INSTALLATION: 19 OIL BURNER ❑ ELECTRIC ® VENTILATION ❑ SPRINKLER ❑ GAS BURNER ❑ STACK ❑ INCINERATOR ❑ MISCELLANEOUS IDENTIFY SIZE LOCATION SIZE SIZE 13. OF TANK Sr PCAL' A;A/ OF TANK /.des% �S/Ve a"C �D.OF FILL � OF VENT 14. B.T.U. EQUIP. AT REGISTER FURNACE MAKE AND NO. AT BONNET FIRING RATE BOILER OR FURNACE MAKE AND NO. B.T.U. OR SQ. FT. NET B.T.U. OR SO. FT. GROSS FIRING RATE FLOORS TO BE HEATED �zl NEW OR OLD BUILDING A/ff��j INSULATED - YES OR NO � S TYPE OF WALL �'c� INSULATION 5ry ROOF OR CEILING INSULATION AVG. SYSTEM WATER TEMP. B.T.U./SQ. FT./HR. EMISSION INDOOR-OUTDOOR TEMPERATURE DIFFERENCE °FAHRENHEIT MAKE OF RADIATION: BASEBOARD. COPPER CONVECTORS. OR C.I. RADIATION. OUTPUT PER SECTION OR LINEAL OF RADIATION. SQ. FT. OR B.T.U. DESCRIPTION OF WORK 15. TO BE DONE: li�P�l`'.Lc:r� F. i4 T//�/s: `1, !/F/rJ'//L.+r►1���v STlr1 is. HEAT LOSS SCHEDULE. (TO BE INCLUDED FOR ALL JOBS): Room SIZE WINDDWS AREA - SQUARE FEET e.T.U. a.T.U. i H DISTRIBUTION INSTALLED AND DOORS VOLUME TOTAL TOTAL yrl IL NO. ` J REGISTER ROOM YI GROG GLASS NET WALL CEILING FLOOR GU.FT. AT 70•F CORRECTED j L W N AND TEMP. TO F TYPE AND SIZE RAD. OR LEADER SIZE WALL f'Lt0 (INFILT.) DIFF. •F a N SQ. FT. FREE AREA J TOTALS A. HEAT LOSS FROM BUILDING B.T.U./HR. B. DOMESTIC HOT WATER DEMAND B.T.U./HR. C. PIPING, OTHER THAN NORMAL B.T.U./HR. ALLOWANCE FOR HEAT VALVE OF FUEL (A B C) FACTOR 17. ELECTRICAL WORK BY: NAME ADDRESS SUBCONTRACTORS AND 18. THEIR TRADES i/'Ald-17 7- ALL WORK COVERED BY THIS APPLICATION HAS BEEN AUTHORIZED BY THE(OWNER) OR (AGENT) OF THIS PROPERTY AND WILL BE DONE IN STRICT ACCORDANCE WITH THE BUILDING CODE. APPLICATION TO BE COMPLETELY FILLED IN. > '~ �� -A-7---7 DATE SIGNATURE OF APPLICANT A 1� ELECTRICAL APPLICATION Application No. on the side of Street Street No. Owner Electrician FILED IN OFFICE OF The Building Inspector 19 INSPECTION. rV No Electrical Work shall be started until a Per- mit is granted by the Building Inspector. In New Buildings no wiring shall be started until the plumbing and heating pipes, and the fire ,tops (if of wood) are installed, without a special permit from the office of the Building Inspector. APPLICATION FOR PERMIT TO DO ELECTRICAI. WORM. No. .......................................... PermitNo. ....................................... .. TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. ........L hereby make application to. perform Electr cal Work according to detailed description below. All provisions of the Rules for Electrical Installation, Section 48, Building By-Laws, shall be complied with whether specified herein or not. / I South Windsor, Conn., .............. ... ... .... .. ..l !. i(...� 9.... .. Sign here ..... ................................................................. ...................... Address g� 7 rod/�Z .. ................... ......................................................................._.... Location V�\ �.,) N..J P ...... . Side of ...................................................................................................... ............................................... ..... .. Nature of Building ... J.... ,2.v1�. .................................... How many stories ........ ....�............................................................................ Newor old Building ... ...................................... ................... .. How many families ........................................._........................................_........... Kindof Installation ........ .....................I.. ..... How many Stores ........................................................................................._........... Owners. :! ...... ....5©.�.LJ.,-.... .....�-........__............... Address ..........................................................................__.._..........___......_..__...... Architect ................................. ........... .............. ... .. .............. .. .......... ... Address ......................................................................................... _....__....._...._...... Builder ........................... .. ..................................... ................................ ................ Address ........................................................................................_._._..._............... Electrician `. . '.:.A.. ............ ..1.p. ......... ........:`�e....... ... Address ....... P/L........ `.................................. G� �'�� Size of Main Wires .........3............ No. of Light Loops .... ...... ......... No. of Heat Loops ...... . No. of Power Loops ........................._............. No. of Light Outlets ...................... ............ No. of Heat Outlets ..... No. of Power Outlets .................................. NoO of Light Circuits .............. ............... No. of Heat Circuits .... . ........ No. of Power Circuits ................ .................. No. of Sockets ........... ...... .... .. ... .... ... No. of Heat Receptacles . .. No. of Motors ..................................................... No. of Panels ................................................... .. Size of Heat Circuit . .... ....... No. of Power Receptacles ....................... No. of Switches ................................... ......... Total Wattage .................................................... Size of Power Circuit ............... ............ Total Horsepower ... ..... .............. .......... . No. of Straight Electric Fixtures ....... No. of Combination Fixtures ...... .... ........ ..... ........ ... ............. No. of Receptacles ......................... ......... ...... ........ ........... . . . ...... No. of Cord Drops ........ ......................................................................... Remarks: For other kind of Installation ..... ............................................... ........................................................................................................................................ .......................................................................................................... ............................ .............._......................................................................................................................................................... ..................................................... ................ ................ ... ................ ............................................................................................................................ .... ......... ...... ................................... Estimated Co t ....... � .. . ..... 5178 PLUMBING APPLICATION ppp N6. 5964 on the ------------_---__ - sde of _ _ Sullivan Avenue S-eect 15-1j-v- Stroet NO. ..e.,16 LrA:rAV AM Owner .... Plumber ��,i c �► .Pi2 ,� v?t�! Filed in O$iae of The &iWmg Inspecoor _ April 19 19 78 ter. .....................................__ No person shall eoostruet; add to or alder my portion of the drainage system of any bmIdbng (except to repair leans) until a PP is smued by the Building Ingmcoor. Application No.59.6 4......................... Permit No. ........5.1.7 g............. TO THE BUILDING INSPECTOR of the TOWN OF SOUTH WINDSOR, CONN. ............ ....hereby make application to perform plumbing according to detailed description below. All provisions of the Rules for Sanitation, By-Laws, Sections 33 to 47 inclusive, shall be complied with whether specified herein or not. l South Windsor, ............3..... ........................................ .1............................... 19 .. Sign ' .-.........:�G/3v I Addresa:.... . ,...1. c.,.K....../ .G'`1. .....A.AF 64.j. �.✓...L'�.�i S i f ........ Street Location �.-��.1..���+�........,�..�,�......� � side of .............................................................................................. Nature of Building ........,1 V4V.?v......)%,.i. ,�.�..AZ .`............ How many stories .. .......�................................ .................................. Owner ........ ......c',e=.. ... .a'-.%.......... �... Address . ................................................................................................................... Architect Af----a4C....�...... ..................................... Address ........................................................................................................................ Builder .....A.51?I YFT........... ... %..:...................... .................... Address ........................................................................�.y,...........,.......... ........... Plumber �.....re'.71................................. Address ZlcYJ........1..... .. ...... DRAINAGE CESSPOOLS, How many ... .......................................... ................ . Where located .................................................................................................... Are they water tight . . . ...................................................................... Of what materials are they built ................................................... Size of pipe from house to cesspool pipe ........................... . ....... .... Kind o i .............. ................................................................................... MAIN DRAIN IN CELLAR, Material .....C'J.-n............. Diameter ..............���................................................................................................. Aboveor below cellar bottom ............................................................... ......... .................................................._..................................................................... SOILPIPES, Material ... .................... ., .................................. Diameter .............Y.................................................................................................. WASTEPIPES, Material .............. ..... '41...�............................ Diameter .......................................................................................... TRAPS,Type proposed to use is ...................................... . .... ..... ................................................................ ................................................................... RAIN WATER LEADERS, where do they run to .......-...<.z.............�'G........S. Q .-31yac-,,.,/ :.L,c>/tip REFRIGERATOR WASTES, where do they run to ... .... ........................................................................................................ ............................... TANK OVERFLOWS, where do they run to . .. . .. ..... ..................................................................................................................... FIXTURES WATER CLOSETS, How many ..................7.......................... Where located ... .. .................................................................................... Distance from trap to vertical 30il pipe ......................................... Pattern . ............................ ................................................................. WASHTRAYS, How many ............................................................. Where located . . ........................................................................................ SINKS, How many ................................`.�.................................................... Where located . ... .......................................................................................... FL , How many ............ ........... .................. Where located.................................................................................................... REFRIGERATOR SINKS, How many...................................... Where located ................................................................................................... LAVATORIES, How many .....................4 ........................................ Where located ...................................................................................................... BATHTUBS, How many....................................................................... Where located ..................................................................................................... URINALS, How many ........................./................................................... Where located ..................................................................................................... Are water closets and urinals to be local vented If not,is there a window in outer wall ofroom where same are to be located ............. .. . . ................................................................................................. ..... ...................................... Estimated Cost . ..2.500',' f�? FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: �_ /�, (NO. -7 3 ) TOWN OF SOUTH WINDSOR EST.COST: 1,,,,2, YS-p. BLDG. PERMIT NO. �q 1540 SULLIVAN AVENUE FEE Zj SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 $ 0 - $19000 - $10.00 $1000 or fraction LOCATION OF BUILDING /Ss� L�J'ti Ar/� thereof - $10.00 A5 0 OWNER ADDRESS TOWN PHONE NO. HVAC CONTRACTOR ADDRESS TOWN PHONE NO. TYPE OF SYSTEM: HEATING �_OK_ TYPE OF BUILDING: RESIDENTIAL A/C COMMERCIAL _ VENTILATION BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC Z_ WARM AIR UNIT RADIAN;� EATER (INCLUDING WOOD/COAL BURNING STOVE) TYPE OF FUEL: IL W-,3,5y GAS IN-PUT ELECTRIC KW WOOD COAL OIL TANK - SIZE & LOCATION: INSIDE OUTSIDE CAPACITY LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) _(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.) :. GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) IF 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) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT) : TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) (PLAN MUST ACCOMPANY APPLICATION) The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: STATE LICENSE - NAME & TYPE # DATE ATURE F A PLICANT � r 7 P OVED ATE BD 4A 11/88 I - B = R CALCULATION SHEET 1503 (Modern Method) Copyright 1977 by The Hydronics Institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE COL.A COL.B COL.C COL.D COL.E COL.F COL.G 1 ROOM Q O H L W H L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. ~ - U BTUH per F of of 3 LENGTH EXPOSED WALLS, FT. Q Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA LL STUN BTUH BTUH BTUH BTUH 5 WALL CONSTRUCTION (Table 9, Line 3 x H) ROOM LIN.FT.OF TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 12 SELECTED (Bottom of table used for Line 5) 7 CEILING CONSTRUCTION C (Table 9, L x W) g FLOOR CONSTRUCTIONt O (Table 9, L x W or Lin Ft) E 9 COLD PARTITION CONSTRUCTION F (Table 9, L x H) 10 c 1 Well(With Openings) O G 0 '; H 2 Walls(With Openings) DeX 3 Walls(With Openings) or Ent Hell fe.J 11 k7T- LOTAL BTUH AT 70F TEMP DIFFERENCE' J 12OTAL BTUH AT DESIGN TEMP DIFFERENCE K ------ — --- — COL A COL B COL.H COL. 1 COL J COL. K COL.L TOTAL BTUH TOTAL 1 ROOM — OF BUILDING RADIATION - - ¢ - AT SELECTED ' O H L W H L W H L W H L W H L W DESIGN TEMP.- 2 ROOM DIMENSIONS, FT DIFFERENCE ---- ---- ----- U - -- -- -- — 3 LENGTH EXPOSED WALLS, FT Q 4 WINDOW AND OUTSIDE DOOR AREA LL BTUH BTUH BTUH BTUH BTUH 5 WALL CONSTRUCTION *INCREASE BATHROOM (Table 9, Line 3 x H) TOTAL 2096 6 TYPE OF GLASS --- --- -------- ---- -- ----- ---- ----- ------ --------- -- (Bottom of table used for Line 51 7 CEILING CONSTRUCTION tFOR CONCRETE FLOOR ON (Table 9, L x W) GROUND OR FILL AT _ GRADE LEVEL,USE LINEAR B FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE (Table 9, L x W r Lin Ft 1 9 COLD PARTITION CONSTRUCTION (Table 9, L x H) 10 _G 1 Wall(With Openings) - 10, — c e 2 Walls(With Openings) 3 Walls(With Openings)or Ent Hall 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE This form is available fr m The Hydr nice Institute,35 Russo Place,Berkeley Heights,N J 07922 FORM 1503 FINAL INSP QNS: J APPLICATION FOR BUILDING PERMIT Building Plumbing HVAC Date: Sprinkler 15 5 0 StILLIVAN AVENUE ji Electric Estimated Cost $ Zoning Permit Fee $ Affidavit NO. 18618 Occupancy Fee $ Eng. Dept. COMPLETE RED BOXED AREAS. Total Fee $ Fire Dept. TYPE OR PRINT ONLY Health Dept. SIGN ON REVERSE SIDE. Approved for CO: (Additional Cost) $ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby qRpli2VtoAo work ccor ing to the following specifications: Job Location Lot No. Side of Street Zone Applicant -Tel. # G 4!{.O4 I(Z Address Ci- Zip o6 r/7[�� Lic.#�6 / !T ql STR CITY STATE Owner 7tQ!&2im Address 6A Architect "--r Lo►v Address ��'� �,�� teS, Size New Area: Ft. Front Overall Ft. Deep Overall Total Area #Garages Lavatories No. of Families No. of Stories Construction Bathrooms Rooms 1st 2nd 3rd Size of Lot Dist. from Street Liia& Dist. from Side Street Line Purpose of this Permit &Jof City Water ❑ Well ❑ Septic ❑ Sewer ❑ Approved by Date ,Zg BD1A 11/88 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distanc from all street lin s,sid yard lin sand required distanc s from all oth r zon s and is located in a zone in which this building and its use is allowed. Signed - I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed —DO Nor WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: PERMIT DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT 11 ;IH14�-1 Application is hereby: TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. PPROVED DISAPPROVED 1540 SULLIVAN AVENUE 644-2511 Ext. 230 2 �,fi Date Building Inspector Application must be printed or typed 1. ��,A,�ION OF JOB FEE SCHEDULE No • —1,5-9,4AV Street Floor Apt . No. $ 0 - $19000 - $10.00 Over $19000 - $10.00 2 . OWNER p e r $1 ,0 0 0 or p�� �y�del y►1� 1 ram__ fraction thereof 3. ADDRESS �5��� SJ 1t►►����✓ C 4, APPLICANT &1001zgL- 5. ADDRESS .0116/4,-v ESTIMATED COST $ s-oc) 6. 7 . IS THIS A CONTRACT COST _ Yes No 8. FEE ENCLOSED $ WAiuF> 9. TYPE OF BUILDING% RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: Original Installation -X-Alteration/Addition/Repair BD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB ) 57-5Z) ScJ/AVCCra� NO. STREET APT. NO, 12 . TYPE OF INSTALLATION 13 . SIZE OF MAIN FEEDER 14 . NO. OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16 . NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18. NO. OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO. OF PANELS 27 . TOTAL WATTAGE 28 . NO. OF POWER FEEDERS 29. NO. OF SWITCHES 30. A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO. OF FIXTURES 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : 457 LICENSE NO. SIGNA# RE OF APPLICANT DATE PHONE NUMBER: FINAL INSP Building N � C APPLICATION FOR BUILDING PERMIT Plumbing on Sprinkler 1550 SULLIVANAVENUE ate: Electric Estimated Cost $ ?DDD• Zoning Permit Fee$ 6W(CiCQ Affidavit NO. 23511 Occupancy Fee $ Eng. Dept. COMPLETE RED BOXED AREAS. wrv��j Fire Dept. TYPE OR PRINT ONLY Total Fee $ Health Dept. Approved for CO: SIGN ON REVERSE SIDE. (Additional Cost) $ TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT The undersigned, hereby applies to do work according to the following specifications: Job Location 1520 3 d Lot No. Side of Street Zone Applicant Se-vc%L-Ls Lf c- _ Tel. # Sa k-9So D Address q0 �.�nn�C�.`'r�o� S -'�• ��� soz /. Zip ©Go 7 y Lic.# ST T CITY STATE Owner rD�.�t ` �►-1 Addressl'Syo �'!/lbyas4 lade s0 k Architect Address Size New Area: Ft. Front Overall Ft.Deep Overall Total Area #Garages ( avatories No. of Families No. of Stories Construction Bathrooms-Rooms 1st 2nd 3rd Size of Lot Dist. from Street Line Dist. from Side Street Line Purpose of this Permit Zo le- )Cewow -o- Q F li.) Kd 6k < G�S•T i� ♦ 17 L✓. ity Water 0 Well 0 Septic 11 Sewer 1:1 Approved by Date ZZ BD1A 11i88 I h reby agree to conform to all th requirements of th Laws of the State of Connecticut and th Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines and required distances from all oth r zon s and is located in a zone in which this building and its use is allowed. Signed—ala" I hereby apply for a Certificate of Occupancy for the work described in this application for permit. Signed —DO NOT WRITE BELOW THIS LINE— INSPECTION RECORD Footing Framing Foundation Fireplace/Chimney Insulation Plumbing Permit# Inspections: HVAC Permit# Inspections: Electrical Permit# Inspections: Sprinkler Permit# Inspections: PERMIT DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROV DISAPPROVED 1540 SULLIVAN AVENUE !Z! 4-7r d6c 644-2511 Ext . 230 Date Building Inspector Application must be printed or typed 1 . LOCATION OF JOB S.�U Su I I i(i0�r- FEE $CIIEDULE No . Street $ 0 — $19000 — $10.00 Floor Apt . No. Over $1 ,000 — $10.00 per $1 ,000 or 2 . OWNER 76�� S - W -A�c►c fraction thereof Ate 3. ADDRESS �S `� C) �cJ I I � � YNti o 3 cl e- 4. APPLICANT <S/oy 5. ADDRESS 6, ESTIMATED COST $ ��y 7 . IS THIS A CONTRACT COST X Yes N 8. FEE ENCLOSED $ W 14 i L 9. TYPE OF BUILDING : - RESIDENTIAL /x`COMMERCIAL 10. TYPE OF JOB: Original Installation xAlteration/Addition/Repair RD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB NO. STREET APT. NO , 12 . TYPE OF INSTALLATION 13 . SIZE OF MAIN FEEDER 14 . NO. OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS_ 16 . NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS_ 18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20 . NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS_ 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS_ 26 . NO . OF PANELS 27 . TOTAL WATTAGE_ 28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES_ 30. A/C LOAD 31. SIZE OF POWER FEEDERS_ 32. NO. OF FIXTURES 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : CU L er<<L'- �o^� (C---:,) ---- LICENSE NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER: Electric# S�, APPLICATION FOR BUILDING PERMIT Plumbing# U5 15 5 0 SULLIVAN AVENUE HVAC # 636 A774-10-yaw) 2 3 310 Date: May 6, 1996 Sprinkler# C1 NO' 6 FINAL APPROVALS ~ Estimated Cost $ I1 1�3,1400 Building // lqf1?Fr COMPLETE RED BOXED AREAS Permit Fee $ w^tuLr► Engineering 3 1 C1 TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. 11AIRi J*'�(L- Total Fee $ &J/t(VC(3 TO BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location 155 0 Sullivan Ave. , So . W in d s o&No. Side of Street Zone Applicant Gilbane Building Co . DILL( sowtr� Tel.# 652-1900 ( L15 Z) Address730 Hebron Ave. Glastonbury CT ' Zip 06033 Lic. # 0000 117 Owner T o W u o f S n _ Windsor Address Architect Schoenhardt Architect Address One Massaco Place, Simsbury, CT 06070 Sq. Ft.New Area: 1st A. (7 R S- 2nd A. �U�II f 3rd FI. Total New Area ;�tC`r 4�- #Rooms # Lavatories #Bathrooms #Garages Purpose of this permit: Addt ion & Alteration to So . Windsor Library City Water ` Well ❑ Septic System ❑ Sewer 2 Use Group Construction Type Area / Base gent Garage Approved by Date /`� 96 Revised 6/95 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines and required distances from all other zones and is located in a zo a ich t building and its use is allowed. Signed _.... .__ I hereby apply for a Certificate of Occupancy for the work described in this application for the permit Signed /(1 4!rr-� -- DO NOT WRITE BELOW THIS LINE -- INSPECTION COMMENTS SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 1550 SULLIVAN AVENUE LOT_## A Reviewed By� � (Engineering) GILBANE BUILDING CO Date Reviewed o /Denied 730 HEBRON AVENUE,GLASTONBURY,CT Reviewed By (Planning) BP_#_23310 Ph_#_(860)652-1900 Date Reviewe )jVJ1fR Appro --a/Denied ' Date Submitted 01/12/98 ***** FOR C of 0 ***** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system b. foundation drain C. electrical & telephone d. water e. other 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations Sewer Permit No. Pavement Excavation No. COMMENTS: �✓o� �'�'6 Pier �a/��o/'� r/��- �'�s-�����-�o a .s// �� �/t lif _` �'C i iI Cs s✓ F'/ G C �O / "1�i C /0 ma's V �� ✓� /hf._/��i! SOW M SE4 C � U s ° 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 4-1 °SOR•co AREA CODE 860/644-2511 October 16, 1997 Howard E. Fitts 239 Oak Street South Windsor, CT 06074 Dear Mr. Fitts: It has come to my attention that the beneficial occupancy that was granted for the addition and alteration to the South Windsor Public Library erected under Building Permit #23310 has expired. There have been no requests to extend this occupancy, and the work necessary for a permanent Certificate of Occupancy has not as yet been completed. Please contact me if I can be of any assistance in the resolution of this matter. Very truly yours, John R. Collins, Chief Building Official cc: Matt Galligan, Town Manager William Lanning, Fire Marshal Marcia Banach, Director of Planning Jerry Iazzetta, Town Engineer Dick Bowen, Gilbane Building Co. Mary Etter, Library Director <Ow N Sot U _ 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR co AREA CODE 860/644-251 1 May 2 , 1997 Howard E. Fitts 239 Oak Street South Windsor, Ct . 06045 Dear Mr. Fitts : Please be advised that beneficial occupancy is hereby granted for the addition and alteration to the South Windsor Public Library erected under Building Permit #23310 as provided for by Connecticut General Statute 29-252-lb-119 . 5 . 1 . This occupancy is granted for a period of 90 days, and will expire August 2, 1997 . The permanent Certificate of Occupancy will be issued upon receipt and approval of an as-built site plan. Please be advised that any changes in the building which constitutes a violation of the conditions of the permit will result in revocation of this approval . :Sin John R. Collins, Chief Building Official cc : William Lanning, Fire Marshal Marcia Banach, Director of Planning Jerry Iazzetta, Town Engineer Dick Bowen, Gilbane Building Co. Mary Etter, Library Director Matt Galligan, Town Manager J�C 4.041 H SC44 v s G 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 os ' o��w AREA CODE 860/644-2511 oR-c August 11, 1997 Richard Bowen, Project Manager Gilbane Building Co. 7 Jackson Walkway Providence, RI 02940 Re: South Windsor Library Addition Dear Richard Bowen, Project Manager: Based on my field inspection on 8/06/97 the following is a list of items remaining to be addressed; 1. Revised As-built plan will be required showing all information required on the Town of South Windsor As-built Checklist. Required information remaining to be shown on plan: Distance and bearings of all boundary lines and acreage of site. Building additions Signage Area of brick pavers replaced Roadways Spot elevations or contours sufficient to show that grading done in accordance with approved site plan. Utility locations new and existing: sanitary, storm,water,telephone and electric Regulated wetlands, 100yr floodplain,existing brook channels 2. Plunge pool and channel are not acceptable. Plunge pool is not installed as designed. There is no pool or energy dissipator installed. There is undermining of existing channel. There is erosion to the south of existing channel. Channel and Plunge pool are shown on shts SU.1, SU.2, SE.1. Energy Dissipator Detail(Plunge Pool)shown on sht SU.3. Mortared Rip Rap Ditch(Slushed Rip Rap Channel)shown on sht SU.3. 3. Trap Hood was to be installed on existing catch basin. Trap Hood was installed on Y.D. 5. The installation of the trap hood at this location serves no purpose. If installation at the proper location was not possible the town should have been contacted to determine the best alternate location for this. The trap should be installed on the outlet pipe of the existing catch basin southwest of Y.D. 5. If installation at this location is not possible due to conflict with sump then install trap hood on outlet of C.B. 3. 4. Dumpster Pad Wood Screen Fence is not acceptable as built. See Wood Screen Fence detail shown on sht L.4 Fence to have 6"clearance between ground surface and support rail. West side has 2",North side has 0-2"and South side is placed directly on pavement. 5. Curbing needs to be replaced at road cut on Rte 194. 6. Light pole on east side of drive between library parking and Church parking does not have base cover installed. TOWN OF SOUTH WINDSOR As-Built Checklist Required Information SITE PLANS - Industrial/Commercial and Individual House Lots The following information is required on all as-built drawings for site plans. Permanent certificate of occupancy cannot be issued until all required information has been provided and approved by town staff. Plans must be same scale as approved site plan. a. Distance and' bearings of all boundary lines and acreage of site. Iron pins are required at all property angle points, must be set prior to issuance of permanent certificate of occupancy, and must be shown on as-built. (Iron pins on individual lots which are part of a bonded subdivision need not be set prior to issuance of permanent C.O. ) Monuments at corners and angles of all new streets and new street lines, at all points of curvature and tangency; and at critical corners and angles of all new Town open space. The coordinates for the monuments shall appear on the as- builts. b. Building lines. C. All structures, including signs, outside lighting, dumpsters (indicate that dumpsters are on concrete pad and screened). Locations of major site structures (buildings, parking lots, etc.) must be certified by L.S. ; locations of incidental structures may be approximate. d. Easements (with distances and bearings), noting grantees, purpose. e. A-2 certification; LS seal. f. Finished first floor elevation of all buildings (including garages) . g. Curb lines, pavement widths, sidewalk locations. h. Sanitary sewer structures with horizontal and vertical (tf's and inverts) locations within Town rights-of-way and easements. (Data on laterals need not be certified by L.S. but must have been inspected by Town and location documented by contractor.) i. Spot elevations in sufficient detail to determine that final grading is in conformance with approved site plan. J. Regulated wetlands and 100-year floodplain; location of existing brook channels. k. Storm drainage system, showing all catch basins; end walls; manholes; lengths, sizes and types of pipes (locations certified by L.S. ) . Include horizontal and v rtical (tf's and inverts) locations of underdrains, foundation drains, roof leader `Ow N SEA � U 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 soR coN AREA CODE 860/644-251 1 May 2 , 1997 Howard E. Fitts 239 Oak Street South Windsor, Ct . 06045 Dear Mr. Fitts : Please be advised that beneficial occupancy is hereby granted for the addition and alteration to the South Windsor Public Library erected under Building Permit #23310 as provided for by Connecticut General Statute 29-252-lb-119 . 5 . 1 . This occupancy is granted for a period of 90 days, and will expire August 2 , 1997 . The permanent Certificate of Occupancy will be issued upon receipt and approval of an as-built site plan. Please be advised that any changes in the building which constitutes a violation of the conditions of the permit will result in revocation of this approval . Sin John R. Collins, Chief Building Official cc : William Lanning, Fire Marshal Marcia Banach, Director of Planning Jerry Iazzetta, Town Engineer Dick Bowen, Gilbane Building Co. Mary Etter, Library Director Matt Galligan, Town Manager DEPARTMENT DECISION PER APPLICATION F II1IT# • OR ELECTRICAL PERMIT rb Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# jAPPROVED 1540 SULLIVAN AVENUE � LZ 57 644-2511 ext.230 ate 1 ' g Inspector Application must be printed or typed Location nnof job Street No. Street Lot No. FEE SCHEDULE $0 - $1,000 - $12.00 Floor Apt. No. Over $1,000 $12.00 per$1,000 or any fraction thereof OWNER OW d ADDRESS_/5 OWNERS PHONE# l APPLICANT/ ,40S&,e � , 00, pV�l N SFq ADDRESS /�028 iil! Sr CT ^• �c` •.`iL r < + ESTEMATED COST$ 1�0, O av C f IS THIS A CONTRACT COST? '�. �'`► YES NO FEE ENCLOSED �SOR O C�� TYPE OF JOB: Original Installation _ Alteration/Addition/Repair Revised 11/95 � r APPLICATION FOR ELECTRICAL PERMIT(Continued from rcvcrse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE TH A RESIDENTIAL BUILDING PERMIT APPLICATION / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCV�ZL;(4 MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAM0WrR4M IC4 PHONE 466 QS� GARAGE ' ) MIXED USE ADDRESS S . l Z`tvy fV CITY STATE C ZIP (Otlicr pIcasf spccify) 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 7 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION O ORK 1.000* ae THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM WORK DE RIB AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CO .BUILDING DE THE �.+� PERFORMANCE OF SUCH WORK. T"o lt_�.�- NAME STATE LICENSE NO. TYPE SIG NA OF APPL ),g/ q PHONE NO. 1'7 q• DATE 5 e �I O DATE TIME J. C> � INSPECTOR —�' ------ LOCATION 5� S��I�v69'✓ INSPECTION: CODE: RESULT(D/A) : BUILDING: ----------- Ib ELECTRICAL: ------------ PLUMBING: HVAC: OTHER: Ar loo PERMIT/ DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. APPROVED DISAPPROVED 1540 SULLIVAN AVENUE 649-2511 Ext. 230 5� Date 1 g Inspector Application must be printed or typed 1 . LOCATION OF JOB 155o SULLIVdu No . Street FEE SCHEDULE Floor Apt ., No. - $ 0 - $19000 - $10.00 Over $19 000 - $10.00 2 . OWNER 7-by40 of 5�-r�-t y3:iJ�oTL per $1 ,000 or fraction thereof 3. ADDRESS -5ULL1Q4 J 4swn4 1,c,(1:.10-,�-S - 4. APPLICANT C L&y 4&LL 5. ADDRESS 30%:S &&=w 'ST'• - 6. ESTIMATED COST $ Za2iaao ' O6 7 . IS THIS A CONTRACT COST f _ Ye 8. FEE ENCLOSED $ . FeE vdlJtp No g-.A 331 9. TYPE OF BUILDING: RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: _Original Installation _jLAlteration/Additi n/Repair RD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) Soon-4 W j.3C),5Q_ 11 . LOCATION OF JOB ISSO SULLI t A.Q a,J� . LiBTZWV-f NO. STREET APT. NO , 12 . TYPE OF INSTALLATION 0N0ejLcogcx31Jp ic f_- 13 . SIZE OF MAIN FEEDER lGoc>& 4-SCTS o1- 4 Csoomc-m 14 . NO . OF LIGHT LOOPS 15 . NO. OF HEAT LOOPS 16 . NO . OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18 . NO . OF HEAT CIRCUITS 19 . NO. OF POWER OUTLETS 20 . NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO , OF POWER CIRCUITS 23 . NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO . OF PANELS 27 . TOTAL WATTAGE 28 . NO . OF POWER FEEDERS 29 . NO. OF SWITCHES 30. A/C LOAD 31. SIZE OF POWER FEEDERS 32 . NO . OF FIXTURES 33. TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : A L 1. i N STI�I.I.AT'1 oN S Ta Bc tPtl--V— PL-w S ALW-3 v Sp&ESj Fl c-a gw S A P PL-l e--D A SSo c 141-& - • j M mac.�.t p�►l c-e-L cY E l.fl--c_TTZ1 c-J6-L. 5 G H of*4 14AV-cr- 1�RC.0 I o4-$ LICENSE NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER: 86o-- 6S1 -72SS DEPARTMENT DECISION PERM[IT# APPLICATION FOR ELECTRICAL PERMIT 244) Application is hereby TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE 331 644-2511 ext. 230 Date ,#6k'ing Inspector Application must be printed or typed Location of job /A Street No. Street Lot No. F FEE SCHEDULE. I Floor Apt. No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per$1,000 OWNER_��� or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT ADDRESS AtOWN S t,4 < C COD ESTRAATED COST$ 0 • IS THIS A CONTRACT COST? YES NO r FEE ENCLOSED $ 14 44-1 0 R C 0 TYPE OF JOB: Ori ' Installation %—,--Mteration/Addition Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING 1S THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE. GARAGE MIXED USE ADDRESS CITY STATE ZIP (Otlicr please spccify) 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 7 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. 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 CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. NAME STATE LICENSE NO. TYPE SIGNATURE OF APPLICANT PHONE NO. 1' �� DATE C PEP01I-TT NO. P DEPARTMENT DECISION `-Y" Lq APPLICATION FOR PLUMBING PERMIT Application is hereby : TOWN OF SOUTH WINDSOR BUILDING INSPECTION DEPT. PPR(3VE DISAPPROVED 1540 SULLIVAN AVENUE ffj/ T Re, 644-2511 Ext. 230 Date Building Inspector Applications must be printed or typed 1. LOCATION OF JOB: 15A'O Sullivan Avenue South Windsor, Connecticut 06074 FEE SCHEDULE 2. OWNER:South Windsor Public Bldg. Comm. $ 0 - $10 000 - $10. 00 3. ADDRESS: 1 540 Sullivan Avenue Over $1 ,000 - $10.00 South Windsor, Connecticut 06074 p e r $1 ,0 0 0 or 4. APPLICANT: Pipe and Power Mechanical, Inc. fraction thereof 5. ADDRESS: 224 Long Swamp Road Wolcott, Connecticut 06716 6. EST. COST: $ 68,145.00 7. IS THIS A CONTRACT COST? XX YES NO 8. FEE ENCLOSED: $ W f'kk V(S6 C-KNA►J) 9. TYPE OF BUILDING: RESIDENTIAL XX COMMERCIAL 10. TYPE OF JOB: ORIGINAL ALTERATION INSTALLATION XX ADDITION REPAIR BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: 1540 Sullivan Avenue South Windsor, CT 06074 GENERAL PLUMBING 12. KIND OF INSTALLATION: 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS STYLE 15. NO. OF URINALS STYLE 16. NO. OF BATHTUBS 16A. NO. OF SHOWERS 17. NO. OF LAVATORIES 18. NO. OF SINKS 19. DISPOSAL 19A. DISWASHER 20. NO. OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE 22. AREA OF ROOF 23. NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? 27. SIZE OF WINDOW 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. SEWER OR SEPTIC TANK? 31. SIZE OF WATER MAIN 31A. SIZES OF WATER PIPING & RISERS 32. REMARKS AND FURTHER DETAILS General Plumbing is per plans and specifications as furnished by the Town of South Windsor. WATER HEATER 33. TYPE 34. MANUFACTURER TANKS SAFETY DEVICES TEMPERATURE 35. CAPACITY 39. RELIEF VALVE 36. TEST PRESSURE LBS. 40. MANUFACTURER 37. WORKING PRESSURE LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 42. MANUFACTURER 00204642 09/11 /96 LICENSE NO. DATE U OIGNATURE OF APPLICANT PHONE NO. (203 )879-9676 FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: 8/1/96 (NO. 10 2 ) TOWN OF SOUTH WINDSOR EST.COST: $658,000.00 BLDG. PERMIT NO. ,��� 1540 SULLIVAN AVENUE FEE WAIVED SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 $ 0 - $19000 - $10.00 $1000 or fraction LOCATION OF BUILDING 1550 SULLIVAN AVENUE, SOUTH WINDSOR, CT thereof - $10.00 TOWN OF SOUTH WINDSOR OWNER ADDRESS TOWN PHONE NO. B-G MECHANICAL SERVICE, INC. 32 NORTH ROAD, P.O. BOX 720 EAST WINDSOR, CT (860) 623-7911 HVAC CONTRACTOR ADDRESS TOWN PHONE NO. TYPE OF SYSTEM: HEATING X TYPE OF BUILDING: RESIDENTIAL A/C X COMMERCIAL X VENTILATION X BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC X WARM AIR UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE) TYPE OF FUEL: OIL-0= 13.0 GAS IN-PUT ELECTRIC KW WOOD COAL OIL TANK - SIZE & LOCATION: INSIDE_ OUTSIDE CAPACITY LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) a (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.): GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) IF 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.): CHILLER RTWA-100 EWT 550 - LWT 450 / COOLING TOWER ICT-4-59 TONNAGE 109 COOLING CAPACITY (BTUH) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXfHAUSE EQUIPMENT) : AHU 3,4,5,E COMBO CHILL WATER, HW PREHEAT, HW REHEAT CUH 1,293 (1600CFM) FCU 1,2,3,4,5 COMBO CHILL WATER, HW (1835 CFM) EF2,3.4.5.6 (5055 CFM) UH 1.2 (3600 CFM) TOTAL SIZE OF SYSTEM (CFM) 28375 AHU's FRESH AIR INTAKE (CFM) 8375 AHU's (PLAN MUST ACCOMPANY APPLICATION) * DESIGN DOCUMENTS ON FILE WITH TOWN The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: INSTALL 2 REPL. BOILERS, 1 REPL. CHILLER & TOWER, 4 ADDITIONAL AHU'S, 5-FCU's, 3 CUH, 6 EXHAUST FANS, ASSOCIATED PIPING & DUCTW 303017 S1 LICENSE 8/2/96 STATE LICENSE - NAME & TYPE # DATE SIGNATURE OF APPLICANT APPROVED A E I - B - R CALCULATION SHEET 1503 (Modern Method) Copyright 1971 by The Hydronks Institute OWNER ADDRESS DESIGN TEMPERATURE DIFFERENCE F. DATE COL A COL.S COL.C COL.D COL.E COL.F COL.G 1 ROOM — K O H L W H L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. f' U STUN.or F t of 3 L ENGTH EXPOSED WALLS,FT. < Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA LL STUN STUN STUH STUH STUN S WALL CONSTRUCTION (Table 9, Lino 3 x H) ROOM LIN. FT.OF TOTALS RADIATION 6 TYPE OF GLASS FROM LINE 02 SELECTED 18 ttom f table used for Line 51 V7 CEILING CONSTRUCTION C (Table 9. L x W) g FLOOR CONSTRUCTIONt O— (Table 9, L x W or Lin. F t) E 9 COLD PARTITION CONSTRUCTION F (Table 9, L x H) 10 _C 1 Wall(With Openings) O G 2 Wells(With Openings) o x 3 Wells IWrth Openings)or Ent.Hall 11 TOTAL dTUH AT 70F TEMP DIFFERENCE' 12 TOTAL STUH AT DESIGN TEMP DIFFERENCE K L COL.A — COLS COL.H _— COL.I COL.J — COL. K COL.L TOTAL STUH TOTAL I ROOM OF BUILDING RADIATION — — AT SELECTED O H L W H L W H L W H L W H L W DESIGN TE UMP.• 2 ROOM DIMENSIONS. FT f' DIFFERENCE _ 3 LENGTH EXPOSED WALLS.FT 4 WINDOW AND OUTSIDE DOOR AREA LL •TUN STUN STUH STUH STUN 5 WALL CONSTRUCTION •INCREASE BATHROOM (Table 9, LIns 3 x HI TOTAL 20% 6 TYPE OF GLASS -- — — 10 ttom f table used for Line 51 7 CEILING CONSTRUCTION tFOR CONCRETE FLOOR ON (Table 9, L x W) GROUND OR FILL AT GRADE LEVEL,USE LINEAR g FLOOR CONSTRUCTIONT FEET OF EXPOSED EDGE (Table 9, L x W or L in F t l 9 COLD PARTITION CONSTRUCTION (Table 9. L x H) 10 C 1 Well(With Openings) O -- 2 Wells(With Openings) e X — — � O 3 Wells(With Openings)or Ent Hall J — -- - -� — —�-- — ---�^— 11 TOTAL STUH AT 7OF TEMP DIFFERENCE' 12 TOTAL STUH AT DESIGN TEMP DIFFERENCE This loan Is arairebre tr m The Hydronlcs Institute 36 Russo Piece,Berkeley Heights,N J 01922 FORM )503 DEPARTMENT DECISION APPLICATION FOR SPRINKLERPERMIT# PERMIT 168 7Apphcation is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 L Date Building Inspector Application must be printed or typed Location ofjob Street No. Street Lot No. FEE SCHEDULE $o - $1,000 - $10.00 Floor Apt.No. Over $1,000 $10.00 per$1,000 OWNER —% 6 uo,,> or any fraction thereof ADDRESS 45-AC> -z OWNERS PHONE#- &AA --Z57i k APPLICANT ^ Q,.U- 0* N ADDRESS CT -7-70 7 ESTEVATED COST$ 6; IS THIS A CONTRACT COST V-1110 YES NO FEE ENCLOSED $ E�/��i'' OR* 0 TYPE OF JOB: ✓ Original Installation Alteration/Addition Repair Revised 11/95 APPLICATION FOR SPRINKLER PERMIT(Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES �. RESIDENTIAL IS THIS APPLICATION ASSOCIATpalffFli, A BUSINESS BUILDING PERMIT APPLICATIO YES 0 ASSEMBLY MERCANTILE CURRENT USE AND OCCUPANCY EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY ENGINEERS NAME �L..c STORAGE N�OOrNE Aid GARAGE ADDRESS L U F MIXED USE CITY STATE 4J7 ZIP Dto 77- Z� (Other please specify) Kip OF INSTALLATION DRY WET COMBINATION CHEMICAL SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERS (Y IF YES CHECK ALL THAT APPLY �DED DELETED ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY (CHECK ONE) ,/P.E. INSURANCE CO. WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED Y/N IF YES CHECK ALL THAT APPLY FIRE BOOSTER OTHER ARE STAND PIPES PROVIDED Y/N IS A SPRINKLER SYSTEM PROVIDED Y/N SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK _ CL THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN.BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 1 1 NAME STATE LICENSE NO. TYPE SIGNA OF APPLICANT PHONE NO. 3 �°1�''��� DATE "�� � BOLA® PLAN,REVIEW RECORD Plan Review# Valuation: Date Fee: NATIONAL BUILDING CODE (All Articles except 24,28,29,30,31 and 32) Gwoo 40 JURISDICTION (City, County, Township,etc.) BUILDING LOCATION (Street address) 1C W BUILDING DESCRIPTION REVIEWED BY Nume rals indicated in parenthesis are applicable code sections of the 1987 BOCA National Building Code. CORRECTION LIST Code Section DESCRIPTION No. T1 CDpe c4a>.* -nT�j' oo'-vpAt(c l L-C7�T� Coro I — GL f� N' o TO IK I mil_ ICIT X4� pew?-II ' ated in this record is limited to those code sections specifically identified prohibited. The plan review accomplished as Indic Administrators International,Inc.,and is registered in the efitto the Code Copyright, 1987, Building Officials and Code Administrators International, Inc. Reproduction n BOCA is a trademark of Building Officials and Code Adm rams and provide additional services of be Trademark Office.NOTE:In order ease recorderr at we dd tht�onall copies o other f this form from: Administration profession,p ¢ BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATI 60477 INC. OIS _ 4051 W. FLOSSMOOR ROAD COUNTRY CLUB HILLS,ILLIN -5795 A 3/87 -1- HEIGHT 8& AREA COMPUTATIONS I (Articles 3 and 5 and Table 501) Allow. 2 /L ?� Bldg.ht. Bldg•ht• story feet Use group �� story feet (Table 501,Section 503.0) classification (302.1-313.0) 100% of Allowable Tabular Area(Table 501) O 2 � - % Open space �-- 1� west South Height Table 501.4) North East % Reduction for Heig ( `�� (502.2) + % Open — Increase for Open Perimeter �p4.2 ft. (502.2) ft. perim. 20® Perimeter suppression + % _ % Increase for Complete %Open perimeter- (502.3) (Open perim./perim.) - Z X G G Total Percentage Factor %Tab.area increase- 2x(off Open pe►irn.—25%) (502.2) Conversion Factor (%Factor1100) o Actual Floor Area 8 area per floor Allowable building �� Adjusted Tabular Area (Actual floor area/Conversion factor) �0 X A �2 501 with use group classification and find minimum m (conversion factor x tabular area) Enter Table roviding a Tabular Area equal or construction an the Adjust d Tabular Area. NOTES: N.R.—Not require greaterN.A.—Not app Minimum cable Type of Construction Required (401.3) UNLIMITED AREA BUILDINGS (Articles 5,8 and ) Exit facilities (807.0) Use group classification (504.1) Fire suppression (5oa.1,1o02.0) Type of const. req'd- (504.1) Fire alarm system Fire separation No East South (Indoor recreation building) (504 1,1017.0) rth (504.2) 155D (fl�o55 Exterior wall rating west South North East (5o4.z) �A'g o oo(c> 21 t�5 1 u I SO : �SgD s � N� t� � IG� -4- u_A • - MEANS OF EGRESS (Artid 8) OCCUPANT LOAD(806.0 and Table 806) Prohibited use (803.1) Other Types and location Sq. Ft./ occt. of exits (80�.0) Floor person Occt. loads Total 2 O Area _ (Table = load (806.1.1 Exit access travel distance (807.0 and Table 807) Location 806) ( 806.1.2) 806.1.3, 806.1.4, 806.1.6) Emergency (809.4) (0 1 escape Exit access l o corridors 81o.oJ I _— Grade passageway (811.0) Means of egress (812.0) doorways S� = 5� Z�� ' Revolving doors 22a) (813.0) 0 4- K �35� Horizontal exits (814.0) CLIOAP CIT OF EGRESS COMPONENT�808.0 and Table 808) CAP pTWT1 Q 6, T50-7 = l0 Ramps Egress width (inch)/occupant (815.0) 0'Z Doors/Ram s Corridors �-- Interior (816.0) Location Stairways stairways 2� �-O Access to roof (817.0) �RE5�1� Smokeproof (818.0) enclosures �— 4-150 Exterior (819.0) stairways Escalators (820.0) Fire escapes (821.0) Slidescapes (822.0) NUMBER OF EXITS(809.0) Exit signs (823.0) Location Required Shown Means of egress (824.0) APUU-T 14k)r^,OA 2 2 lighting 2 Hazards to egress (825.0) Aisles and (826.0) seats Guards (827.0) Handrails (828.0) X — -- ' -5- Connecticut Engineers in Private Practice . Structural Engineers Coalition Statement of Special Inspections Project: South Windsor Public Library Location: Sullivan Avenue, South Windsor, Connecticut 06074 Owner: Town of South Windsor Do Owner's Address: 1550 Sullivan Avenue• southWi�sor nr�ec-tic�t 06074 Architect of Record: Schoenbarat Axx1litects Structural Engineer of Record: Q'71T •�k Associates Consulting This Statement of Special Inspections is submitted as a condition for permit ational Building Code. includes a Saccord(e ofe with the special inspection requirements of the BOC Well as the name of the Special Inspector, and the identity Special Inspections applicable to this protect as of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections, and shall l furnish ids ctii n repo shrts aolthe code official and to the structural engineer and architect of recor d.brought to the immediate attention of the contractor for correction. If such dis repancie structural engineer s are not netted, the discrepancies shall be brought to the attention of the code official a nd nd architect of record.The special inspection program does not relieve the contractor of his or her responsibilities. Interim reports shall be submitted to the code official,owner, structural enginee tan d arch eitect of record. A schedule of interim reports shall be approved by the Code Official prior to perm A final report of inspections documenting completion of ail required special Inspections and correction oil issuance of a certificate of use any discrepancies noted in the inspections shall be submitted prior to the and occupancy. Job site safety is solely the responsibility of the contractor. Materials and activities to be inspected are not to include the contractor's equipment and methods used to erect or install the materials listed. Reports to be issued for each Interim Report Frequency: -day of or O per attached schedule Prepared by Design Professional: Richard M. Szewczak, P.E. 01660008000,FG'�. (type or print name) ��~,i'�Q,° BZd. X 3 _13 No. 11328 �I Signature Date �0,�•.�jCEN Z 0/.. AL Defog sign Design r ssionars Seal Owner's Authorization: Building Official's Acceptance: Date Signature ate Signature CEIPP/SEC Form 101 •Statement of Special Inspections•CCEPP/SEC 1995 Sheet-2_of 7 lrmers In Private Practice Wi> public Library Connecticut En9 Project: Souk Structural Engineers Coalition • Inspection Schedule of Special Services ' ial inspections for this specific project-The rise the required schedule of spec The.toHowing sheets comp uire s ecial inspections for this project are as follows. construction divisions which reG P I9 Soils and Foundations pg Cast-in-Place Concrete p Precast Concrete Masonri ® Structural Steel p Wood p Special Cases Address Firm Ins ectlon A ents 200 iFiS� Derive 1.Special Inspector Szewczak Associates ponsulting • aa, CT p�001 • p,0, Box 31473 2.Testing Laboratory Special Testing F�attfat'd� CT 06103 I,abosatrories. In+c. 101A Liberty Street 06111 . 3.Testing Laboratory Tri—State � Testing 4.Other efiorming Special inspection activities are subject to the Note:The qualifications of all personnel p approval of the Building Official. • of special inspections'®CEMSEC 1993 CEPP/SEC Form 101 Statement Schedule of Speclal Inspection Sarvices Sheet 3 of 7 Construction Division-Soils and Foundations Project: South Windsor-Public Library Item Agent Scope No. 1. Shallow Foundations- Insitu 1,2 - Review Existing Soil Bearing Capacity. 2. Controlled Structural Fill 1,2 - Reviev Proposed Structural Fill Material. - Test Compaction of Nev Structural Fill Placement. 3. Deep Foundations - - N/A 4. Other = 1 - Reviev Underpinning Procedures. - - Reviev Conformance of Underpinning with Submitted Procedures. CEPP/SEC Form 101 •Statement of Special Inspections•®CEPP/SEC 1993 r Inspection Services Sheet 4 of Schedule of Special p Construction Division-Cast-In-Place Concrete Project: South Windsor Public Library - Item AgenF Scope No. 1. Mix Design 1 - Reviev Proportions of Concret Mix for Strength & Placement Requirements. 2. Material Certification 1 - Reviev Gradation of Fine & coarse Aggregate and Cement. i 3. Reinforcement Installation 1 2 _ Review Propex PlaceMent and Size of Reinforcement for Spacing and Clearances and Adequate Support. 4. Post-Tensioning Operations - _ M/A 5. Batching Plant _ _ N/A 6. Formwork Geometry -1,,2 _ Reviev Per Alignment and Bracing of Wall Panels. 7. Concrete Placement 1,2 - Review Proper Placement (Vibrating, Free Fall and Duration) of concrete. 8. Evaluation of Concrete Strength 1j,2 - Reviev Results of Concret Zest r CYlindes far Ccnpliance with Project Requirements. 9. Curing and Protection 1 - Reviev Materials and Procedures for Curing and Protection of Concrete. 10. Other CEPP/SEC Form 101 .Stat m nt of Special Inspections•OCEPP/SEC 1993 Schedule of Special Inspection Services Sheet 5 of 7 Constniction Division- Masonry Project: South Windsor Public Library Item Agent Scope No. 1. Material Certification 1 - Reviev Submittals for Masonry Materials and Components Required for Project Construction.. 2. Mixing of Mortar and Grout 1,2 - Reviev Proportions and Methods of Mortar and Gout Storage, Preparation and Mixing 3. Installation of Masonry 1,2 - Reviev Handling and Placement of Masonry Units. 4. Reinforcement Installation 1,2 - Reviev Proper ion. of Reinforcing for Clearances and Overlapping Splives. 5. Grouting Operations 1,r2 - Reviev "High" and/or "Lour" Lift Grouting Means and Methods. 6. Weather Protection 1,2 - Reviev Precautions Required for Weather and Methods of Protection. 7. Evaluation of Masonry 1,2 Reviev Submittals and Necessary Masonry Strength Field Strength Tests for Compliance of Project Requirement. 8. Other _ - N/A CEPP/SEC Form 101 •Statement of Special Inspections•OCCEPP/SEC 1993 Schedule of Special Inspection Services Sheet 6 of 7 Construction Division-Structural Steel - Project: South Windsor Public Library Item Agent Scope No. 1. Fabricator Certification/ 1,2 _ Rwiev Fabricator CaEpliance with AISC Quality Control Procedures Certification. 2. Material Certification 1 - Reviev Mill Certificates for Steel and ASTM Certification for Bolts and Weld Material. _ 3. Open Web Steel Joists _ _ N/A 4. Bolting 1,2 - Reviev Bolting Operation and Proper Pretensioning of Bolts Utilized. 5. Welding 1,2 - Reviev Welder's Certifications and Test Critical Welds with Mn-Destructive Methods for AWS Compliance. 6. Shear Connectors 1 r 2 _ Review Mterial Certificates AWS Installation Procedures. - Test Installed Materials. 7. Structural Details 1,2 - Reviev Field Insta ration of Steel for Conformance Frith Contract Docummts. 8. Other _ N/A CEPP/SEC Form 101 •Statement of Special Inspections•.CCEPP/SEC 1993 MEMORANDUM OF MEETING- November 28,1995 Attendance: Fire Marshal William Lanning, Building Official John Collins, Architect Richard Schoenhardt 1. PuM se of meeting was to review plans for the addition and alterations to the South Windsor Public Library. The following decisions were made and instructions given. 2. Exiting conditions were all acceptable except for two situations: a. The route through the Technical Processing space must be as direct to the exterior as possible. Reuse to the existing pair of doors will be acceptable. b. The Children's section must have another exit. Addition of an door near the southwest corner will be acceptable. 3. Fire service route to the existing mechanical equipment room will be acceptable, with a site fire hydrant located near the parallel parking area on the existing easEvrot side of the building, and 2.5 inch Siamese connection on the building wall above the point of fire service entry. No standpipes or hose cabinets required. Sprinkler protection for the elevator shaft must be provided. The Fire Marshal will be responsible for resolution of any arguments with the State elevator inspector. 4. Fire alarm system is to use Simplex equipment only. The one existing annunciator panel location will be acceptable. Squealing covers to be provided for fire alarm pull stations. Provide for heat (not smoke) detector in kitchen. 5. janitor closet must have mechanical ventilation. 6. Special Inspection procedures are to be followed for this project. 7. Existing st_ ainW is 48 inches wide at the stringers, but does not have the required 48 inches between handrails. The handrails project 3.5 inches into the stairway on each side. A Code Modification needs to be obtained, or the railings offset to provide the necessary dimension. NOTE: Attendees are requested to notify Schoenhardt Architects immediately if any of the above does not agree with their unuefstanding. oc,Uth Vv1 nd, r BUILDING DEPARTMENT - Q SCHOENHARDT ARCHITECTS • ONE MASSACO PLACE • SIMSBURY 9 CONNECTICUT 06070 • 203/658-4496 1/J�(Gv1 l RICHARD E SCHOENHARDT AIA ROBERT P MOCARSKY AIA WILLIAM D CLEGG IBD JAY T WILLERUP AIA RODOLFO GARCIA AIA SC H O E N H A R D T PHYLLIS M JOHNSON A R C H I T E C T S INC 16 November 1995 John Collins, Building Official J g Town Hall 1540 Sullivan Avenue NOV 1 7 1"S South Windsor, CT 06074 South Wirdsor BUILDING DEPARTMENT Re: Public Library Renovation & Expansion Dear Mr. Collins: This is to confirm our recent telephone conversation regarding the existing elevator in the South Windsor Public Library. We are planning to reuse the elevator in place to serve the expanded library facility. While the size of the door and car platform do not conform exactly to ANSI A 117.1- 1992, wheelchair patrons have been successfully using the existing elevator. You indicated that we would not be required to replace the elevator, since it is existing. If any of the above is not in accord with your understanding, please advise us directly. Thank you for your attention to this matter. Sincerely Yours, Richard E. Schoenhardt, AIA A R C H I T E C T U R E • I N T E R I O R S G R A P H I C S ONE MASSACO PLACE • SIMSBURY • CONNECTICUT 06070 • 203/658-4496 • FAX 203/658-5280 NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 008 DATE: September 12 , 1996 PAGE: 1 of 2 LOCATION: Footing from P18 to 014 . 3 INSPECTOR: Jason Cichon Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1 . Rebar sizes, spacing from each other and formwork:Satisfactory Deficiencies: Comments: 2 . Rebar quality, cleanliness, rust, grease, etc. : Satisfactory Deficiencies: Comments: 3 . Positioning of Rebar: Satisfactory Use of chairs: Concrete brick on end Comments: Adequacy of firm tie offs: Satisfactory Comments: Are dowels in place now? : No Yes ✓ N/A Q c� ti C IV 23 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the iter&� Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US G6*pw TESTING RESEARCH ANALYSIS INSPECTION CONSULTfI ►I Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 008 September 12 , 1996 Page: 2 of 2 4 . Rebar splicing: Satisfactory Diameter of laps: 36 minimum Is wiring adequate? Yes Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: 1-1/2 Width: 3-1/2 Shape: Rectangle Comments: 6 . General condition of forms in place: Cleanliness: Satisfactory Oiled: Yes: ✓ No.* Conditions: Satisfactory Comments: 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 36" : Satisfactory Line Straightness. Satisfactory Bracing: Satisfactory Comments: - 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Formwork met structural requirements Comments: 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: pc: Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 010 DATE: September 13 , 1996 PAGE: 1 of 2 LOCATION: Footing from 014 . 3 to 06 INSPECTOR: Jason Cichon Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork:Satisfactory Deficiencies: Comments: 2 . Rebar quality, cleanliness, rust, grease, etc. : Satisfactory Deficiencies: Comments: 3 . Positioning of Rebar: Satisfactory Use of chairs: Concrete brick on end Comments: Adequacy of firm tie offs: Satisfactory Comments: Are dowels in place now? : No Yes ✓ N/A po Ls i 23 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to therrtpl� Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Ggvt TESTING RESEARCH ANALYSIS INSPECTION CON?t'/1[Tj Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 010 September 13 , 1996 Page: 2 of 2 4 . Rebar splicing: Satisfactory Diameter of laps: 36 minimum Is wiring adequate? Yes Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth:_ 1-1/2 Width: 3-1/2 Shape: Rectangle Comments: 6. General condition of forms in place: Cleanliness: _ Satisfactory Oiled: Yes: ✓ No: Conditions: Satisfactory Comments: 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Satisfactory Line Straightness: Satisfactory Bracing: Satisfactory Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Dimensions met structural requirements. Comments: 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: pc: Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services PROCTOR DENSITY D-1557, GRADATION D-422 PROJECT: SOUTH WINDSOR LIBRARY PROJECT NO: 3434 CLIENT: GILBANE BUILDING COMPANY REPORT NO: 012 LAB # 10098 DATE: 09/10/96 USE: STRUCTURAL FILL SAMPLED BY: C. KARPEICHIK SOURCE: CHARBONNEAU PIT MODIFIED PROCTOR: MAX. DRY. DENSITY = 130.2 pcf OPT. MOISTURE = 10.3% SOURCE OF SPECIFICATIONS: JOB SPECIFICATION GRADATION RESULTS SIEVE # l PASS SPEC. A SPEC. B 5" 100.0 100 3-1/2" 100.0 90-100 1-1/2" 88.8 55-95 3/4" 82.0 1/4" 60.8 25-60 #10 42.0 15-45 #40 I l.3 5-25 #100 1.4 0-10 #200 0.8 0-5 COMPLIED WITH SPEC. A NO ...AS PER GRADATION ABOVE 11*111 SOIL DESCRIPTION: D BROW REVIEWED BY: -l7- . Gilhane Buildinu, CL any / Schoenhardt Architects / Szewcz$k Associates hh F.Fps C� y OP lt3.1T423 to Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 013 DATE: September 16 , 1996 PAGE: 1 of 2 LOCATION: Footing from P-2 . 2 to 0-3 . 9 to 0-6. 0 INSPECTOR: T. C. Yen Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 1000 1. Rebar sizes, spacing from each other and formwork:Satisfactory Deficiencies Comments: 2 . Rebar quality, cleanliness, rust, grease, etc. : Satisfactory Deficiencies: Comments: 3 . Positioning of Rebar: Satisfactory Use of chairs: Comments: Adequacy of firm tie offs: Satisfactory Comments- Are dowels in place now? : No Yes ✓ N/A o�COttNF� F.Fp � Qa tl41T42 4�r Test reports may not be reproduced except in full with approval of/MTL.All results relate only to the its (� � Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Gd`prrn �0 N aL������` TESTING RESEARCH ANALYSIS INSPECTION CONSUL'rT`I�OQ111111►���� Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 013 September 16, 1996 Page: 2 of 2 4 . Rebar splicing: Diameter of laps: Is wiring adequate? Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: 2" Width: 4" Shape: Bevel Comments: 6. General condition of forms in place: Cleanliness: Satisfactory oiled: Yes: ✓ No: Conditions: Satisfactory Comments• 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Satisfactory Line Straightness: Satisfactory Bracing: Satisfactory Comments• 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Conformed to contract drawing Comments• 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10 . List discrepancies: pc: Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0005 CONTRACTOR: Waterbury Concrete DATE CAST : 09/10/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footings A. 1, 2 . 8 to 5 . 8, 2 . 81 A. 1 to B. 9; Footings Line 0 Under Proposed Block Wall; Pier Footing at K. 8 , 18 DESIGN STRENGTH, PSI : 3 , 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 517 AMBIENT TEMPERATURE: 86 FINE AGGREGATE, LBS: 1594 INSPECTOR: Chris Karpeichik COARSE AGGREGATE, LBS: 1/2-896; 3/4-904 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS : 16 . 8 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-904 SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0120 11 : 53 01 : 05 72 3 . 00 10 . 0 84 a. 0114 12 : 15 01 : 10 02 : 22 127 10. 0 86 b. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0005 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92297 7 09/17/96 72 , 000 2 , 550 3 . 00 84 cone 28 . 8 92298 28 10/08/96 3 . 00 84 92299 28 10/08/96 3 . 00 84 92300 S 3 . 00 84 b. 92301 7 09/17/96 70, 000 2 , 480 86 cone 28. 5 92302 28 10/08/96 86 92303 28 10/08/96 86 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 Ranny Byers, Foreman for Waterbury Concrete, was informed by the inspector that Truck No. 114 had exceeded the ninety minute limit. Mr. Byers accepted the concrete. The inspector fabricated another set of three (3) cylinders, Set B. 04 All slumps were visually monitored for consistency throughout the entire concrete placement. NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0007 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/11/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from F14 to P17 DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 522 AMBIENT TEMPERATURE: 82 FINE AGGREGATE, LBS: 1566 @ 5 . 0% M/C INSPECTOR: Jason Cichon COARSE AGGREGATE, LBS: 1/2-900; 3/4-904 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 18 . 8 SPEC AREA APPROX: 28. 27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-31 . 2 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39 , C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 11 : 49 12 : 33 12 : 56 67 4 . 00 10 . 0 85 5 . 3 a. 0117 12 : 36 01 : 22 01 : 45 69 10 . 0 SET LAB AGE, DATE DUE TOTAL .. UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a . 92357 7 09/ 18/96 79, 000 2 , 790 4 . 00 5 . 3 85 cone 26 . 9 92358 28 10/09/96 4 . 00 5 . 3 85 92359 28 10/09/96 4 . 00 5 . 3 85 92360 S 4 . 00 5 . 3 85 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete ISIDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0009 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/12/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from D18 to Q14 . 3 DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 3 CEMENT, LBS. : 515 AMBIENT TEMPERATURE: 78 FINE AGGREGATE, LBS: 1568 @ 5 . 5% M/C INSPECTOR: Jason Cichon COARSE AGGREGATE, LBS : 1/2-902 ; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17 . 8 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-31 . 2 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 12 : 17 01 : 00 01 : 29 72 3 . 75 10 . 0 84 5.4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a . 92392 7 09/19/96 801000 21830 3 . 75 5 . 4 84 cone 29 . 1 92393 28 10/10/96 3 . 75 5 . 4 84 92394 28 10/10/96 3 . 75 5 . 4 84 92395 S 3 . 75 5. 4 84 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0011 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/13/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from Q14. 3 to Q6 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 3 CEMENT, LBS. : 525 AMBIENT TEMPERATURE: 65 FINE AGGREGATE, LBS: 1576 @ 5% M/C INSPECTOR: Jason Cichon COARSE AGGREGATE, LBS: 1/2-902 ; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 24 . 4 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Air-5. 6 ozs; 997-31. 6 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064. TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0125 12 : 14 12 :45 01: 01 47 4 . 00 10. 0 80 5. 3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92434 7 09/20/96 80, 000 2 , 830 4 . 00 5. 3 80 cone 28.4 92435 28 10/11/96 4 . 00 5. 3 80 92436 28 10/11/96 4 . 00 5. 3 80 92437 S 4 . 00 5. 3 80 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 015 DATE: September 19 , 1996 PAGE: 1 of 2 LOCATION: Walls A. 1-5.8 to B.9-2 . 8 ; Exterior Footings INSPECTOR: Steve Flick Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: See Item 10 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Clean 3 . Positioning of Rebar: As required in Details F7/S5 and F2/S10 and Footing Schedules 5.5 and 6. 5 Use of chairs: Concrete chairs used in footings Comments: Adequacy of firm tie offs: Adequate Comments: Are dowels in place now?: No Yes ✓ N/A F.Fo try •� Na 174 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to tj!�q Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the(1S►� q . A���``��� TESTING RESEARCH ANALYSIS INSPECTION Ca'Id6W�L�, Ilti�l��` Portland Cement Concrete Soils Steel Building Products Bituminous Con r'e4e South Windsor Library Project No. : 3434 Report No. : 015 September 19, 1996 Page: 2 of 2 4 . Rebar splicing: As required Diameter of laps: Is wiring adequate? Adequate Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: Clean and debris free 6. General condition of forms in place: Cleanliness: Clean and debris free Oiled: Yes: ✓ No: Conditions: Comments: 7 . Quality of formwork: Trueness in 3611 : True Plumbness in 3611 : Plumb Line Straightness: Straight Bracing: Steel cross bracing and exterior supports Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Footings 5'-6"x5'-6"xl'-4" and 61-61lx6'- 6"xl'-6" Comments: As required 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: C-2 . 8 pilaster case was 18" off wall, Richard Szewczak verified this as adequate during a phone call at 1: 55 p.m. pc: Dick Bower Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka 1 //� NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIE PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (8 -6455 NVLAP Accredited for Construction Testing Services y y� REPORT OF CONCRETE INSPECTION �L)Uth vvindSor CUIDING DEPARTM§FNT CLIENT: Gilbane Building Co. PROJECT NO. : 34 4 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0014 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/16/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from P-2.2 to Q-3 .9 to Q-6. 0 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : 517 . 5 AMBIENT TEMPERATURE: 80 FINE AGGREGATE, LBS: 1590 @ 5% M/C INSPECTOR: T.C. Yen COARSE AGGREGATE, LBS: 1/2-894; 3/4-892 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 25 . 5 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-5. 6 ozs; 997-32 . 0 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-391 C-1431 C-173 or C-231, C-1064. TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0106 11:52 12 : 40 01:20 88 4 . 00 10. 0 75 6.7 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92523 7 09/23/96 60, 000 21120 4 . 00 6 . 7 75 cone 28 . 1 92524 28 10/14/96 4 . 00 6. 7 75 92525 28 10/14/96 4 . 00 6.7 75 92526 S 4 . 00 6. 7 75 NOTES: 01 Pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0016 CONTRACTOR: Gilbane Building Co. DATE CAST : 09/19/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Walls/Footings DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : 5220 AMBIENT TEMPERATURE: 65 FINE AGGREGATE, LBS: 16140 INSPECTOR: Steve Flick COARSE AGGREGATE, LBS: 1/2-8980; 3/4-9000 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 168 SPEC AREA APPROX: 28.27 sq.in. ADMIXTURE: Air-48 ozs; 997-312 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064. TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0119 11: 55 12:44 01:02 67 3 . 00 10. 0 74 5.5 a. 0108 12 : 13 01: 08 01:26 73 10. 0 0111 12 :42 01:27 01:42 60 10. 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92557 7 09/26/96 85, 000 3 ,010 3 . 00 5. 5 74 cone 28.6 92558 28 10/17/96 3 . 00 5. 5 74 92559 28 10/17/96 3 . 00 5. 5 74 92560 S 3 . 00 5. 5 74 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services SOILS REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 017 SUBJECT: Field Density Determinations DATE: 09/25/96 ASTM D2922, D3017 PAGE: 1 of 2 INSPECTOR: T. C. Yen AREA REPRESENTED: Interior Backfill Next to Column Line B TEST NO. LOCATION ELEVATION MOISTURE (%) COMPACTION 1 See drawing 121. 0 6. 7 96.9 2 See drawing 121.7 6. 8 97.5 3 See drawing 122 .5 5. 9 97.5 4 See drawing 122 . 5 6. 2 97.9 5 See drawing 123 . 3 7. 0 97.7 6 See drawing 123 . 3 6.7 97.2 7 See drawing 124. 0 6. 6 96.8 8 See drawing 124 . 0 6. 2 97.5 9 See drawing 124 . 8 6. 8 98. 1 10 See drawing 124 . 8 7 . 0 97 . 0 11 See drawing 125 . 5 6. 6 96.8 12 See drawing 125.5 6. 9 96.5 F r 215 o r 4J pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 017 September 25, 1996 Page: 2 of 2 8 07-#/J- 2.8 6 NDEPENDENT MATERIALS TESTING .. a� : �- 57 N.WASHINGTON STREET = P.O. BOX 745 LABORATORIES, INC. : ta17423 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 SS 00%. • NVLAP Accredited for Construction Testing Services SOILS REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 018 SUBJECT: Field Density Determinations DATE: 09/26/96 ASTM D2922, D3017 INSPECTOR: T. C. Yen AREA REPRESENTED: Interior Backfill Between Column Lines A and B TEST NO. LOCATION ELEVATION MOISTURE (%) COMPACTION 1 See drawing 127 . 0 4.9 95. 1 2 See drawing 127 . 0 5.2 95. 6 3 See drawing 127.8 4 . 6 95. 1 4 See drawing 127. 8 6.2 95.4 5 See drawing 128 .5 5.7 95. 3 6 See drawing 128. 5 5. 5 95.5 7 See drawing 129 . 7 4 .9 95.9 8 See drawing 129 . 7 5.8 95.4 9 See drawing 130. 0 5. 5 96. 0 10 See drawing 130.8 5. 6 95.4 11 See drawing 130. 7 6. 1 95. 6 12 See drawing 130.7 5. 2 96.4 13 See drawing 131. 5 5. 0 95. 1 14 See drawing 131.5 4 . 9 95. 3 15 See drawing 132 . 3 5. 6 95.5 16 See drawing 132 . 3 5. 0 95. 1 17 See drawing 133 . 1 5. 1 95. 6 18 See drawing 133 . 1 5. 0 95. 3 19 See drawing Bottom of slab 6. 7 97.2 20 See drawing Bottom of slab 6. 2 96.7 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 018 September 26, 1996 Page: 2 of 2 7 771 NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 019 DATE: September 26 , 1996 PAGE: 1 of 2 LOCATION: 14 . 2-Line A. 1 to 17. 2 - Line P INSPECTOR: Chris Coghill Percentage of Completion at Time of Inspection REBAR: 100 FORMWORK: 100 1. Rebar sizes, spacing from each other and formwork:Satisfactory Deficiencies: Comments: 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies• Comments: Clean, slight rust 3 . Positioning of Rebar: Horizontal rebar tied to form ties Use of chairs: N/A Comments: Adequacy of firm tie offs: Satisfactory Comments: Are dowels in place now? : No Yes N/A x 0 NEC V.Fps G r 1 r ;t! t:3.1741. c., Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items test4f,, Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 019 September 26, 1996 Page: 2 of 2 4. Rebar splicing: Satisfactory Diameter of laps: N/A Is wiring adequate? Yes Comments: Rebar was precut to length 5. Construction joint quality -- cleanliness, water, etc. Depth: N/A Width: N/A Shape: N/A Comments: Keyway was clean and clear. 6 . General condition of forms in place: Cleanliness: Satisfactory Oiled: Yes: X No: Conditions: Satisfactory Comments• 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Satisfactory Line Straightness: Satisfactory Bracing: Satisfactory Comments• 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Conforms to structural requirements Comments: 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes X No If so, for which item numbers: 10. List discrepancies: Two (2) anchor bolts were not in cage (14 . 2-A. 1-Line) . Dick Bowen said that Engineer Richard Szewczak had been out on September 25 , 1996 to inspect the rebar and it was satisfactory to him. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0005 CONTRACTOR: Waterbury Concrete DATE CAST : 09/10/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footings A. 1, 2 .8 to 5. 8, 2 .8, A. 1 to B. 9; Footings Line 0 Under Proposed Block Wall; Pier Footing at K.8, 18 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 517 AMBIENT TEMPERATURE: 86 FINE AGGREGATE, LBS: 1594 INSPECTOR: Chris Karpeichik COARSE AGGREGATE, LBS: 1/2-896; 3/4-904 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 16. 8 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-904 SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. o # 0120 11: 53 01: 05 72 3 . 00 10. 0 84 a. 0114 12 : 15 01: 10 02 : 22 127 10. 0 86 b. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0005 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92297 7 09/17/96 72, 000 21550 3 .00 84 cone 28.8 92298 28 10/08/96 101, 000 31570 3 .00 84 cone 92299 28 10/08/96 103 , 000 31640 3 . 00 84 cone 92300 S 3 . 00 84 b. 92301 7 09/17/96 70, 000 21480 86 cone 28.5 92302 28 10/08/96 98, 000 31470 86 cone 92303 28 10/08/96 96,000 31400 86 cone NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 Ranny Byers, Foreman for Waterbury Concrete, was informed by the inspector that Truck No. 114 had exceeded the ninety minute limit. Mr. Byers accepted the concrete. The inspector fabricated another set of three (3) cylinders, Set B. 04 All slumps were visually monitored for consistency throughout the entire concrete placement. ryc Fps C✓O co �ttttr�rrrri,, `��•�'��F CoUNFCj'',,, NDEPENDENT MATERIALS TESTINCB a � - 57 N.WASHINGTON STREET = = P.O. BOX745 LABORATORIES, INQ r:a,7423 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-645501*'.���F '' SSiOPJAL� �•• NnAP Accredited for Construction Testing Services SOILS REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 022 SUBJECT: Field Density Determinations DATE: 10/01/96 ASTM D2922, D3017 INSPECTOR: Chad Zurowski AREA' REPRESENTED: Column Line Q Along 18 to 9 and Column Line F 14. 3 to 17 TEST NO. LOCATION ELEVATION MOISTURE (%) COMPACTION 1 Column Line Q along 122 '-2" 9. 1 95. 6 19 to 8 2 Column Line Q along 122'-2" 8. 3 96.9 19 to 8 3 Column Line Q along 122'-2" 7 . 9 97.2 19 to 8 4 Column Line Q along 122 '-2" 8 . 5 98. 1 19 to 8 5 Column Line Q along 122 '-2" 8 . 1 98. 6 19 to 8 6 Column Line F 14 . 3 to 17 119 .8 8 .8 98 .4 7 Column Line F 14 . 3 to 17 119. 8 9. 9 99 . 1 8 Column Line F 14 . 3 to 17 119. 8 10. 1 97.9 9 Column Line F 14 . 3 to 17 120. 6 9. 2 98. 1 10 Column Line F 14 . 3 to 17 120. 6 9. 0 97 .8 11 Column Line F 14 . 3 to 17 120. 6 9 .4 98. 9 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 030 DATE: October 7, 1996 PAGE: l .of 2 LOCATION: Footing 2 .2-Line N to 16-Line N INSPECTOR: Chris Coghill Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: #5, 6 & 7 Deficiencies: Comments: Satisfactory, 12" on center for mats 2 . Rebar quality, cleanliness, rust, grease, etc. : Clean Deficiencies: Comments: Free of rust and grease 3 . Positioning of Rebar: Good Use of chairs: Cement block Comments: Adequacy of firm tie offs: Good Comments: Are dowels in place now? : No Yes N/A ✓ 0-1 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the itemstesie �' Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Goverrinj �nS i0 a TESTING RESEARCH ANALYSIS INSPECTION CONSULTIIC�(�ir� Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 030 October 7, 1996 Page: 2 of 2 4 . Rebar splicing: Diameter of laps: Is wiring adequate? Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms in place: Cleanliness: Good Oiled: Yes: ✓ No: Conditions: Good, clean, free of imperfections Comments: 7. Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Good Line Straightness: Good Bracing: Satisfactory Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: 5'-01'x5'-01'x1'-4" , 5'-6"x51 -61'x1'-4" , 7'-0"x7'-0"xl'-8" Comments: 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10 . List discrepancies: pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka • `,�111111111/j�// NDEPENDENT MATERIALS TESTING""' A A F. _ co 57 N.WASHINGTON STREET _ -* . P.O. BOX745 LABORATORIES INC. M.17423 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455'-,;0,-, NVLAP Accredited for Construction Testing Services 0 i4 REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0007 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/11/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from F14 to P17 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 522 AMBIENT TEMPERATURE: 82 FINE AGGREGATE, LBS: 1566 @ 5. 0% M/C INSPECTOR: Jason Cichon COARSE AGGREGATE, LBS: 1/2-900; 3/4-904 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 18 . 8 SPEC AREA APPROX: 28. 27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-31 . 2 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 11 : 49 12 : 33 12 : 56 67 4 . 00 10. 0 85 5 . 3 a. 0117 12 : 36 01: 22 01: 45 69 10 . 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92357 7 09/18/96 79, 000 21790 4 . 00 5 . 3 85 cone 28 . 9 92358 28 10/09/96 111, 000 3 , 920 4 . 00 5 . 3 85 cone 92359 28 10/09/96 110, 000 3 , 890 4 . 00 5 . 3 85 cone 92360 S 4 . 00 5 . 3 85 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete �`��•```��CONNF��i%% r.F°' MATERIALS TESTIN 'G NDEPENDENT 57 N.WASHINGTON STREET = PO. BOX 745 LABORATORIES, INQ, -0 t:3.1742-5 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455'��^F< ;`;a�\ •`� NVLAP Accredited for Construction Testing Services �,,,� �,,������ REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0009 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/12/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from D18 to Q14. 3 DESIGN STRENGTH, PSI: 3 , 000 DAYS CURED IN FIELD: 3 CEMENT, LBS. : 515 AMBIENT TEMPERATURE: 78 FINE AGGREGATE, LBS: 1568 @ 5. 5% M/C INSPECTOR: Jason Cichon COARSE AGGREGATE, LBS: 1/2-902 ; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17. 8 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-31. 2 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 12 : 17 01: 00 01: 29 72 3 . 75 10. 0 84 5. 4 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92392 7 09/19/96 80, 000 21830 3 . 75 5 . 4 84 cone 29. 1 92393 28 10/10/96 115, 000 4 , 070 3 . 75 5 . 4 84 cone 92394 28 10/10/96 112 , 000 31960 3 . 75 5 . 4 84 cone 92395 S 3 . 75 5 . 4 84 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete • `+��Iltlltl///// NDEPENDENT MATERIALS TESTIN.,57 N.WASHINGTON STREET = t.• P.o. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-645t:; NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0011 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/13/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from Q14. 3 to Q6 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 3 CEMENT, LBS. : 525 AMBIENT TEMPERATURE: 65 FINE AGGREGATE, LBS: 1576 @ 5% M/C INSPECTOR: Jason Cichon COARSE AGGREGATE, LBS: 1/2-902 ; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 24 . 4 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-5 . 6 ozs; 997-31. 6 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-391 C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0125 12 : 14 12 : 45 01: 01 47 4 . 00 10. 0 80 5. 3 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92434 7 09/20/96 80, 000 21830 4 . 00 5 . 3 80 cone 28 . 4 92435 28 10/11/96 110, 000 31890 4 . 00 5 . 3 80 cone 92436 28 10/11/96 111, 000 3 , 920 4 . 00 5 . 3 80 cone 92437 S 4 . 00 5 . 3 80 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete `�,%11t11111j,, r+c`' NDEPENDENT MATERIALS C��'��``:��` �- 57 N. WASHINGTON STREET LABORATORIES, INC---, �L P.O. BOX 745 -o V%1 423 �- PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455: o�' <� `' NVLAP Accredited for Construction Testing Services /'''�•,�,SSiONAt��c��`��~\ 1111111110, REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0014 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/16/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Footing from P-2 . 2 to Q-3 . 9 to Q-6. 0 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : 517 . 5 AMBIENT TEMPERATURE: 80 FINE AGGREGATE, LBS: 1590 @ 5% M/C INSPECTOR: T.C. Yen COARSE AGGREGATE, LBS: 1/2-894; 3/4-892 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 25. 5 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-5. 6 ozs; 997-32 . 0 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0106 11 : 52 12 : 40 01: 20 88 4 . 00 10. 0 75 6. 7 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92523 7 09/23/96 60, 000 21120 4 . 00 6 . 7 75 cone 28 . 1 92524 28 10/14/96 85, 000 3 , 010 4 . 00 6. 7 75 cone 92525 28 10/14/96 88 , 000 3 , 110 4 . 00 6 . 7 75 cone 92526 S 4 . 00 6 . 7 75 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0020 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/26/96 CONCRETE SUPPLIER: Roncari ' LOCATION OF CONCRETE: 14 . 2 on A. 1-Line to 17. 2 on P-Line - Foundation Walls DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : CM1-521 AMBIENT TEMPERATURE: 72 FINE AGGREGATE, LBS: Sand-1580 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-900; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-49 ozs; 997-313 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39 , C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0115 12 : 21 01: 02 01: 26 65 3 . 00 10 . 0 68 4 . 6 a. 0124 12 : 49 01: 30 01: 50 61 10. 0 6. 2 0115 01: 16 01: 57 02 : 19 63 10 . 0 0108 02 : 41 03 : 14 03 : 30 49 10 . 0 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0020 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92801 7 10/03/96 98, 000 3, 460 3 . 00 4 . 6 68 cone 29. 3 92802 28 10/24/96 3 . 00 4. 6 68 92803 28 10/24/96 3 . 00 4. 6 68 92804 S 3 . 00 4 . 6 68 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 Air readings were 4 . 6 at the end of the pump and 6 . 2 at the beginning. The three-inch (311) slump was taken at the end of the pump. The estimates were performed at the beginning of the pump. 30 yards of the pour was performed with the pump (from 14 . 2-Line A. 1 to 18 . 0-Line K. 8) . The additional pour was straight from the trucks (continuing from 18 . 0 Line K. 8 to 17. 2 Line P. 04 All slumps were visually monitored for consistency throughout the entire concrete placement. NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0021 CONTRACTOR: Gilbane Building Co. DATE CAST : 10/01/96 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Slab on Grade Column Line A to C from 2 .8 to 6 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 9 CEMENT, LBS. : 512 AMBIENT TEMPERATURE: 60 FINE AGGREGATE, LBS: 1577 INSPECTOR: Chad Zurowski COARSE AGGREGATE, LBS: 3/4-1800 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17 SPEC AREA APPROX: 28. 27 sq. in. ADMIXTURE: WR-31. 0; Air-5. 1 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 06 : 29 07 : 10 07:25 56 4 . 50 7 . 0 70 5. 3 a. 0118 06: 56 07 : 41 08 : 12 76 4 . 25 7 . 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93166 10 10/11/96 75, 000 2 , 650 4 . 50 5 . 3 70 cone 28 . 5 93167 28 10/29/96 4 . 50 5 . 3 70 93168 28 10/29/96 4 . 50 5. 3 70 93169 S 4 . 50 5 . 3 70 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0023 CONTRACTOR: Waterbury Concrete DATE CAST : 10/03/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Walls West Side of Structure - 2 .2 Line H to 0. 1 Line N; Two (2) Footings at South Entrance; Four (4) Pods in Mechanical Room DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : 515 AMBIENT TEMPERATURE: 62 FINE AGGREGATE, LBS: Sand-1594 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-898; 3/4-898 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 . 2 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-48 ozs; 997-312 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0115 06 : 45 07 : 25 08 : 17 92 4 . 50 10. 0 62 6.8 a. 0116 08 : 25 09 : 13 09 : 20 55 4 . 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93014 7 10/10/96 74 , 000 2 , 620 4 . 50 6 . 8 62 cone 28 .4 93015 28 10/31/96 4 . 50 6 . 8 62 93016 28 10/31/96 4 . 50 6 . 8 62 93017 S 4 . 50 6 . 8 62 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 024 DATE: October 2 , 1996 PAGE: 1 of 2 LOCATION: Foundation Wall on Line 5. 90 to 0. 1N; Interior Footing on Line 7. 4 INSPECTOR: Peter Lacki Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments:-Rebar sizes and spacing were correct; wall: two (2) #5 top and bottom continuous; Piers: eight (8) #6 vertical. 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Rebar was free of rust and grease. 3 . Positioning of Rebar: Positioning was correct. Use of chairs: Yes Comments: Adequacy of firm tie offs: Good Comments: Are dowels in place now? : No Yes ✓ N/A Two (2) #5 top and bottom continuous 30 diameter lap with 15" Test reports may not be reproduced except in full with approval of 1MTL.All results relate only to the items vested:. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Goverfirpeh,; TESTING RESEARCH ANALYSIS INSPECTION CONSUL �' Portland Cement Concrete Soils Steel Building Products Bituminous Concr,e�i,S/ i�� South Windsor Library Project No. : 3434 Report No. : 024 October 2 , 1996 Page: 2 of 2 4 . Rebar splicing: 19" for #5 Diameter of laps: 30 diameter Is wiring adequate? Yes Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms in place: Cleanliness: Oiled: Yes: ✓ No• conditions: _ Satisfactory Comments: 7 . Quality of formwork: Trueness in 3611 : Good Plumbness in 3611 : Good Line Straightness: Good Bracing: Satisfactory Comments• 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: Dimensions were correct. 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0025 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 10/02/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Foundation Wall on Line 5. 9 Q to 0. 1 N and Interior Pier Footings on Line J. 4 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 520 AMBIENT TEMPERATURE: 60 FINE AGGREGATE, LBS: 1582 INSPECTOR: Peter Lacki COARSE AGGREGATE, LBS: 1/2-900; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17 .7 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Air-5. 2 ozs; 997-31. 0 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0120 11: 53 12 : 35 12 : 59 66 10 . 0 0105 12 : 09 01: 10 01: 40 91 3 . 50 10. 0 70 5. 8 a. 0115 12 : 33 01: 40 01: 59 86 5 . 5 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92970 7 10/09/96 88 , 000 31110 3 . 50 5 . 8 70 cone 29 . 1 92971 28 10/30/96 3 . 50 5 . 8 70 92972 28 10/30/96 3 . 50 5 . 8 70 92973 S 3 . 50 5 . 8 70 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 026 DATE: October 3 , 1996 __ PAGE: 1 of 2 LOCATION: Foundation Wall from G. 2-2 to J.4-2 to J.4-0. 1 to M. 8-0. 1 : Exterior Piers at S-6.9 and S-10. 1 INSPECTOR: T. C. Yen Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork:Satisfactory Deficiencies Comments: 2 . Rebar quality, cleanliness, rust, grease, etc. : Satisfactory Deficiencies: Comments: Rebar was clean with slight rust. 3 . Positioning of Rebar: Satisfactory Use of chairs: N/A Comments: Adequacy of firm tie offs: Satisfactory Comments: Are dowels in place now? : No Yes N/A ✓ — t — 1 Q: Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items'e`s �, - ,o Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Govertrtf»ent��,;, ^ TESTING RESEARCH ANALYSIS INSPECTION CONSULTIIV(es,l� Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 026 October 3 , 1996 Page: 2 of 2 4 . Rebar splicing: Satisfactory Diameter of laps: 36 bar diameters Is wiring adequate? Satisfactory Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: Keyway was clean and free of debris 6 . General condition of forms in place: Cleanliness: _ Satisfactory Oiled: Yes: ✓ No: Conditions: Satisfactory Comments: 7 . Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Satisfactory Line Straightness: Satisfactory Bracing:_ Satisfactory Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: _ Conformed to contract drawing 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10 . List discrepancies: pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 027 DATE: October 4 , 1996 PAGE: 1 of 2 LOCATION: Interior Pier Footings at M-6. 9, 10. 1, L-6 , 14 , 15, N-2 . 2 , 3 9 , K8-2 . 2 , 17 , K. 6-3 .9 ; Piers at S-6_.9, 10. 1 and on K-Line INSPECTOR: T. C. Yen Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork:Satisfactory Deficiencies: Comments: Rebar was correctly sized and evenly spaced in accordance with contract drawing. 2 . Rebar quality, cleanliness, rust, grease, etc. : Satisfactory Deficiencies: Comments: Rebar was clean with slight rust. 3 . Positioning of Rebar: Satisfactory Use of chairs: Yes Comments: Concrete bricks were used to provide three-inch (3") bottom cover. Adequacy of firm tie offs: Satisfactory Comments: Rebar was securely tied in place. Are dowels in place now? : No Yes N/A ✓ Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the rri. te$ Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US d14rre1frh' TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 027 October 4 , 1996 Page: 2 of 2 4 . Rebar splicing: Diameter of laps: Is wiring adequate? Comments: No rebar splicing required 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms in place: Cleanliness: Satisfactory Oiled: Yes: ✓ No: Conditions: Satisfactory Comments: 7. Quality of formwork: Trueness in 3611 : Satisfactory Plumbness in 3611 : Satisfactory Line Straightness: Satisfactory Bracing: Satisfactory Comments: 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: Piers and pier footings conformed to contract drawing. 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET PO.BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0028 CONTRACTOR: Waterbury Concrete DATE CAST : 10/04/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Footings - 2 .2 Line K.8 to 14 . 3 Line K.8 Types M. K. 6 and L DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 3 CEMENT, LBS. : 517 AMBIENT TEMPERATURE: 64 FINE AGGREGATE, LBS: Sand-1586 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-898 ; 3/4-902 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 . 2 SPEC AREA APPROX: 28. 27 sq. in. ADMIXTURE: Air-49 ozs; 997-310 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0110 11: 55 12 : 40 01: 00 65 10 . 0 0114 12 : 37 01: 10 01: 30 53 4 . 00 8 . 5 62 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93054 7 10/11/96 78 , 000 2 , 760 4 . 00 6 . 0 62 cone 28 . 5 93055 28 11/01/96 4 . 00 6 . 0 62 93056 28 11/01/96 4 . 00 6 . 0 62 93057 S 4 . 00 6. 0 62 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STR EET PO. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0029 CONTRACTOR: Gilbane Building Co. DATE CAST : 10/07/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Footings Between 2 . 2 Line N to 16 Line N and 2 . 2 Line G to 2.21 J.4 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 518 AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS: Sand-1578 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-898; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 . 1 SPEC AREA APPROX: 28 . 27 sq. in. ADMIXTURE: Air-49 ozs; 997-312 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0126 12 : 19 01: 00 01: 30 71 3 . 75 10. 0 60 6. 2 a. 0127 01: 33 02 : 13 02 : 35 62 3 . 50 9 . 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93109 7 10/14/96 83 , 000 21940 3 . 75 6 . 2 60 cone 28 . 8 93110 28 11/04/96 3 . 75 6 . 2 60 93111 28 11/04/96 3 . 75 6 . 2 60 93112 S 3 . 75 6 . 2 60 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services SOILS REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 031 SUBJECT: Field Density Determinations DATE: 10/08/96 ASTM D29221 D3017 PAGE: 1 of 2 INSPECTOR: Steve Flick AREA REPRESENTED: Structural Fill TEST NO. LOCATION ELEVATION MOISTURE (%) COMPACTION 1 See drawing 12" below top of bearing wall 7 . 1 96. 6 2 See drawing 12" below top of bearing wall 8. 0 95. 5 3 See drawing 12" below top of bearing wall 6.7 95.2 4 See drawing 12" below top of bearing wall 6.2 95. 0 5 See drawing 12" below top of bearing wall 7. 5 96. 1 6 See drawing 12" below top of bearing wall 6.7 96.4 IAUP 4�0 r - � I pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : October 8, 1996 Page: 2 off 2 2 11 I t I 1 FF 0 NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREE T PO. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 N VLASMaraCeditVeMajIn AAgggLorvices CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 032 INSPECTOR: Jason Cichon DATE: 10/10/96 SUBJECT: Soils Inspection The inspector arrived on site to .:.perform scheduled compaction testing. Spazzarini Construction informed the inspector that, due to inclement weather, backfilling operations were suspended for the day. The inspector could not locate a Gilbane Building Co. representative to notify them of the proceedings. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building ka Official / Spazzarini Construction Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET PO. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services SOILS REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 033 SUBJECT: Field Density Determinations DATE: 10/14/96 ASTM D2922, D3017 INSPECTOR: Brian Smoloski PAGE: 1 of 2 AREA REPRESENTED: Fill Under Slab on Grade TEST NO. LOCATION ELEVATION MOISTURE (o) COMPACTION 1 See drawing Bottom of slab 6. 9 97.7 2 See drawing Bottom of slab 8 . 1 97.2 3 See drawing Bottom of slab 7.5 98.8 4 See drawing Bottom of slab 7.2 96.4 5 See drawing Bottom of slab 6. 3 95.2 6 See drawing Bottom of slab 7. 9 97 . 7 7 See drawing Bottom of slab 8 .4 96. 7 8 See drawing Bottom of slab 6.7 99. 2 9 See drawing Bottom of slab 5. 9 98 . 3 10 See drawing Bottom of slab 6. 4 97.2 11 See drawing Bottom of slab 6. 8 95. 8 12 See drawing Bottom of slab 5. 4 95. 2 1 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete \•7 �fffjjj{ I f South Windsor Library £ Project No. : 3434 Report No. : 033 October 14 , 1996 Page: 2 of 2 r I j f h rh ! / a� C.J NDEPENDENT MATERIALS TESTING,•��''�,��'cor�n;F��,,,,, 57 N.WASHINGTON STREET ;`,�Q P, :,►;n ^� P.o. BOX 745 LABORATORIES, IN Cj � -- PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-645,s o - NVLAP Accredited for Construction Testing Services %�0-, REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0016 CONTRACTOR: Gilbane Building Co. DATE CAST : 09/19/96 CONCRETE SUPPLIER: Tilcon-Roncari LOCATION OF CONCRETE: Walls/Footings DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : 5220 AMBIENT TEMPERATURE: 65 FINE AGGREGATE, LBS: 16140 INSPECTOR: Steve Flick COARSE AGGREGATE, LBS: 1/2-8980; 3/4-9000 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 168 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-48 ozs; 997-312 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-391 C-143, C-173 or C-231, C-1064. TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0119 11:55 12 :44 01:02 67 3 .00 10.0 74 5.5 a. 0108 12 :13 01:08 01:26 73 10.0 0111 12:42 01:27 01:42 60 10.0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92557 7 09/26/96 85, 000 3,010 3.00 5.5 74 cone 28. 6 92558 28 10/17/96 116, 000 4, 100 3 .00 5.5 74 cone 92559 28 10/17/96 116, 000 4, 100 3 .00 5.5 74 cone 92560 S 3.00 5.5 74 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVL4P or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL SHOP INSPECTION REPORT CLIENT: Gilbane Building Co PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 034 INSPECTOR: Michael Brault, CWI 91100111 DATE: 10/15/96 SUBJECT: Shop Inspection Re: BOCA PAGE: 1 of 4 Section 1308 A shop inspection was performed on this date at the fabrication plant, United Steel (formerly East Hartford Welding) , for the purpose of ascertaining that the applicable codes and specifications are being implemented during the steel fabrication for the project. The following specifications and codes may be applied on this project: the project specifications on structural steel; the AISC Manual of Steel Construction; the American Welding Society Code D1.1-94 Edition For Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the (SSPC) Steel Structures Painting Council, Vols. 1 and 2 For Steel Cleaning and Painting. Upon arrival at this facility, the writer met with the in-house Quality Control Inspector, Mr. J. Peteranio. Project specifications were reviewed as well as welder qualification test records. The writer requested copies of mill certifications, welding electrode certifications and high-strength bolt certifications for review. Certification packages would be assembled as requested, but were not received by the day's end. The writer verified that the proper welding electrodes were being used for this project and for conformance with the AWS D1. 1-94 Structural Welding Code. Throughout this service interval, the writer monitored United Steel's in-house Quality Control Inspector during various stages of inspection and verification for this project. The in-house Inspector is a Certified Welding Inspector. The writer randomly selected structural members during fabrication and performed verification inspections for material conformance, dimensional accuracy and welding conformance. Attached is an itemized checklist which identifies the piecemarks inspected and the results. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 034 October 15, 1996 Page No. : 2 of 4 The writer noted that a possible field erection condition may occur at the column bases and field anchor bolts. As detailed by the shop drawing, several anchor bolts holes in Columns 9C1, 9C41 9C5, 9C61 1106 and possible others were within 3/16" to 1/4" of the base and attachment plates welds for seismic tube braces. This dimension may interfere with the installation and tightening of field anchor bolt nuts and the columns/piecemarks noted above contain gusset plates for seismic bracing connections. / V n i pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka • - South Windsor Library Project er No. : 3434 Report No. : INDEPENDENT Octob er 15 034 , 1996 page No. : 3 of 4 TESTING . sic �Vs�=�•T.+cN•_e= c=L- s�=�L w=s ROJECT LOOT ON. / DATE: 16 45 ` she itc= tisted beta, are in e=a+otiance with Specification rrS�ir�ts as they pertain to: A - Materiat P:-varation 6 - D imens i ona t Ac=irancy C - Veldinq cznformance �S�rT ScOP ___LZ ==: .yarn• ND 1 A i C ;rrors�.tcr�ru C21 � 1L11-4.0001f6� '4t Vf 3 a��velcl , ,G)Q el 7,C1 I�1 -------------- fl16-0000011 7LO 61,001 /C,5 I 11C3 ....� .fly 1105 � I ✓I�I �' e -w4S e tv Av*qr C ` I ✓ I 14 SEE Aws �1t2.PTr�t �,2uvo� T Qc MICH 91100111 Cwi� • - South Windsor Library Project INDEPENDENT October 15• •19 9 6 4 Report No. : 0 3 4��• � Page No. : 4 of 4 TESTING . ST�c 1XS?=o.r..=CN_e: EOJ ECT000 Nr�1�-• p /NG+��A� ,�� EOJ3CT LOCATION: / G DATE: !b L c� The ite= listed below are in c;aoliance with s;.e:ificatian rcqvir is as they pertain to: A Material Preparation • e Dimensional Ac:urancy c - Welding Cznformance VISUAL --1z Szop —Az NDT A C Zr^orsiaanaru 15'F&C AV cs •� ✓ �✓I' 4uv o F I I I II I I III I I I I I I I I I I I I �• I I I I I I I I I I I I I I I i I I I ' IIII I I I I I I �V NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL SHOP INSPECTION REPORT CLIENT: Gilbane Building Co PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 035 INSPECTOR: Michael Brault, CWI 91100111 DATE: 10/16/96 SUBJECT: Shop Inspection Re: BOCA PAGE: 1 of 4 Section 1308 A shop inspection was performed on this date at the fabrication plant, United Steel (formerly East Hartford Welding) , for the purpose of ascertaining that the applicable codes and specifications are being implemented during the steel fabrication for the project. The following specifications and codes may be applied on this project: the project specifications on structural steel; the AISC Manual of Steel Construction; the American Welding Society Code D1. 1-94 Edition For Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the (SSPC) Steel Structures Painting Council, vols. 1 and 2 For Steel Cleaning and Painting. Certification packages were not completed by United Steel during this service interval. The writer contacted the design engineering firm today to bring them up to date in regards to the column base anchor bolts hole dimension discrepancy which was noted by the writer on Report No. 034 dated October 15, 1996. Mr. Allen Chandler of Szewczak Associates was contacted and informed of the limited bearing surface for anchor nuts on at least six (6) columns with seismic bracing attachment gusset plates which may present future field discrepancies during erection. Mr. Chandler stated that he would look into this situation. The writer monitored United Steel's in-house Quality Control Inspector while performing his inspection responsibilities for this project. The in-house inspector performed his required duties accurately during fabrication. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 035 October 16, 1996 Page No. : 2 of 4 During the fabrication sequence for this project, the writer selected several members and performed verification inspections for material conformance, dimensional accuracies, and welding conformances. Attached is an itemized checklist of piecemarks and the results. Q t.:.17 4'-3 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka South Windsor r Library :.. INDEPENDENT Project No. : • 3434 Report No. : 035 October 16, 1996 Page No. : 3 of 4 TEST I N G i:iSPECT+ol; e- S-rRUC-7U-; S.Z=.-L WzLcS Roj-rcT %iA.C- • Ast6 h/ ROiACT LOCAT_ON: !IJ! G� � DATE: The items listed below are in e=ctiance with s;e=ifieation rtgrir mc>,ts as they pertain to: A - Material Prtparation • 6 - CiMnsional Accirancy / / C - Welding C:nformnce VISUAL (too SHOP NDT �rrors��e:r�ru o�C/ Q e Cs M��Et ��' J 6 f Sit/��•.��s -1 c I i I ',rf 74 V/1 A 41 V-�2T7193 Zc 7 1 / 1 ✓ V4 1 ,�-►,I' ��c� � I ✓t✓I�1 _ s�� I � I ✓(fi�l ��cs I i I ✓ ( ✓1,�' JA.�C 7 I I�i i� 12c� / l�i I�I✓1" r 7ci / I ✓I✓I.�f' 7C1/ I I �IfI✓I314eAqle n 71 .0001?-/- i� �1r•t \ • - South Windsor Library Project No. : 3434 Repbrt No. : 035 INDEPENDENT October 16, 1996 Page No. : 4 Of 4 E-J 1 1 N G �Vs�=cT+ctv o - S ER CM -L S L w=LOS PROJEECT ROJ'CT LOCATION: DATE lU to A6 The items listed below ar: in c=ctiance with specification requir—nents as they pertain to: A - Materiat Preparation B - 0 i a+ens i ona l Ae=.rran,-y C - Melding C:,nformance VISUAL SLOP —LL/ NDT _ �:r: iarx• i C Icr.ors/;tcriarrs lace Ive,010,I4vr �C,3 I Ivi✓r�l' 9 ��o I i I ✓I G • IiI � �� ITV I I I I I I I I I I I I I I I I �• I I I III • •. I III • I I I I I FT-1 I I i i I I I I I I I i I II DC i MICHAEL 1. BRAULT ' cwI NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL SHOP INSPECTION REPORT CLIENT: Gilbane Building Co PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 037 INSPECTOR: Michael Brault, CWI 91100111 DATE: 10/17/96 SUBJECT: Shop Inspection Re: BOCA PAGE: 1 of 3 Section 1308 A shop inspection was performed on this date at the fabrication plant, United Steel (formerly East Hartford Welding) , for the purpose of ascertaining that the applicable codes and specifications are being implemented during the steel fabrication for the project. The following specifications and codes may be applied on this project: the project specifications on structural steel; the AISC Manual of Steel Construction; the American Welding Society Code D1. 1-94 Edition For Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the (SSPC) Steel Structures Painting Council, Vols. 1 and 2 For Steel Cleaning and Painting. The writer monitored United Steel's in-house Quality Control Inspector while performing various inspections and quality control responsibilities required the American Institute of Steel Construction (AISC) . Welding electrodes were verified today at welding stations fabricating steel for this project. Welding electrodes conformed with the AWS D1. 1 Group 1, Mild Steel Requirements. The fabricator was in the process of switching over to beam production for this project. Hardware/attachments were in production as well as a few members. Attached to this report is and itemized list of completed members after the production changeover in the old facility. Members are in the beginning stages of fabrication at United Steel's new fabrication facility on School Street in East Hartford. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 037 October 17, 1996 Page No. : 2 of 3 Only the beam line aspects were in progress in the facility such as saw cutting and hole punching. See the attached shop inspection checklist for the members inspected and the disposition of each. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka i • _ •• South Windsor Library Project No. : 3434 Report No. : 037 '- INDEPENDENT October 17, 1996 Page No. : 3 Of 3 lxS?=-*Cv-r,*r.CR OF 1 1 I V G S'-"-R cC=c?-;L.L S—L W=.TZS �OJECT NA'�'• / ��LO PROJECT LOCATION: DATE: 1d 17! fG / The Item l isted below art in a 0"anee Vith s;.e:•i fieation rewirreents as they pertain to: A Material Preparation It 0 i metLs i ona l Aczurancy / / C - Welding C=formance VISUAL Ae SLOP y NDT ?:x- :♦arx• A 3 C arr ors/�e:raru � 8 t ✓ ✓ICI a �yl , I ✓I✓(� I ot��� � I �I✓ N! . ! ! s I✓ I✓ I-�I T�� - N1 I I III . _ i I I I • ! I i II I I I I I I • �� I I I - I 1I- I ( I I ! . ) I • I I I I I I I •III I I i I • I IIII - NDEPENDENT MATERIALS TESTINa%,���' 57 N.WASHINGTON STREET Co t , LABORATORIES INCH.P.O. BOX 745 A PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455.E NVLAP Accredited for Construction Testing Se 'Sloa�ti ;0' //)illll REPORT OF CONCRETE INSPECTIO fM 4 1996 CLIENT: Gilbane Building Co. PROJECT NO. 3434 PROJECT: SOUTH WINDSOR LIBRARY 'IWIftor. 0021 CONTRACTOR: Gilbane Building Co. BUILMG 9MRTMEI4T/01/9 6 CONCRETE SUPPLIER: Tilcon LOCATION OF CONCRETE: Slab on Grade Column Line A to C from 2 .8 to 6 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 9 CEMENT, LBS. : 512 AMBIENT TEMPERATURE: 60 FINE AGGREGATE, LBS: 1577 INSPECTOR: Chad Zurowski COARSE AGGREGATE, LBS: 3/4-1800 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: WR-31. 0; Air-5. 1 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 06:29 07 : 10 07 : 25 56 4 . 50 7 . 0 70 5.3 a. 0118 06 : 56 07 : 41 08: 12 76 4 . 25 7 . 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93166 10 10/11/96 75, 000 21650 4 . 50 5. 3 70 cone 28 . 5 93167 28 10/29/96 108, 000 31820 4 . 50 5. 3 70 cone 93168 28 10/29/96 108, 000 3, 820 4 . 50 5 . 3 70 shear 93169 S 4 . 50 5. 3 70 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building official 02 bh Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING ,••����`'a�;RJ���- 57 N.WASHINGTON STREET � IN `=� LABORATORIES, P.O. BOX745 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-64,9:7—f4 { ^J NVLAP Accredited for Construction Testing Services %10 4I FS REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0025 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 10/02/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Foundation Wall on Line 5.9 Q to 0.1 N and Interior Pier Footings on Line J.4 DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 520 AMBIENT TEMPERATURE: 60 FINE AGGREGATE, LBS: 1582 INSPECTOR: Peter Lacki COARSE AGGREGATE, LBS: 1/2-900; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17 .7 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-5.2 ozs; 997-31.0 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064. TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0120 11:53 12: 35 12:59 66 10. 0 0105 12 : 09 01: 10 01:40 91 3 .50 10.0 70 5.8 a. 0115 12:33 01:40 01:59 86 5. 5 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92970 7 10/09/96 88, 000 31110 3 .50 5.8 70 cone 29. 1 92971 28 10/30/96 124, 000 4, 390 3 . 50 5.8 70 cone 92972 28 10/30/96 125, 000 41420 3 .50 5.8 70 cone 92973 S 3 .50 5.8 70 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTIN, �' = F� �'�' 57 N.WASHINGTON STREET = CO °P ��� � III LABORATORIES . �. P.O. BOX 745 - PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-641,5�30^ NVLAP Accredited for Construction Testing Services %, ss1011 STRUCTURAL STEEL SHOP INSPECTION REPORT CLIENT: Gilbane Building Co PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 039 INSPECTOR: Michael Brault, CWI 91100111 DATE: 10/18/96 SUBJECT: Shop Inspection Re: BOCA Section 1308 A shop inspection was performed on this date at the fabrication plant, United Steel (formerly East Hartford Welding) , for the purpose of ascertaining that the applicable codes and specifications are being implemented during the steel fabrication for the project. The following specifications and codes may be applied on this project: the project specifications on structural steel; the AISC Manual of Steel Construction; the American Welding Society Code D1. 1-94 Edition For Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the (SSPC) Steel Structures Painting Council, Vols. 1 and 2 For Steel Cleaning and Painting. The writer has not received material certification packages from United Steel for review and submittal. United Steel is having difficulty with the beam production run on their new beam line today at their new facility on School Street. Members for Derrick No. 1 were to be shipped over to the old facility to complete beam line and welding aspects. The production run of members was still not in progress by the time the writer departed. The fabricator has completed a total of 8 roof opening frames during this service interval. Visual weld inspections were performed and welds were found to be in accordance with drawing details. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete ot11 � %%%6i CONficc,O', NDEPENDENT MATERIALS TESTI a� .Fps n1/ 57 N.WASHINGTON STREET = CO aP = P.O. BOX745 LABORATORIES, INc th 174" ► PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747- 0� 0 NVLAP Accredited for Construction Testing Services "'".,FSS10;J AL STRUCTURAL STEEL INSPECTION REPORT '�/111 i 11 J 11 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 040 INSPECTOR: Michael Brault, CWI 91100111 DATE: 10/22/96 SUBJECT: Field Verification Inspection A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The writer attempted to perform the Skidmore Wilhelm bolt tension qualification test on field ASTM A325 high-strength bolts. Only the bolts for the media equipment storage framing had been shipped to the site. The bolts were two inches (211) long and could not be tested in the tension qualification device. Framing between Column Lines A. 1 and B.9 and 2 .9-Line to 5.9-Line has been erected in the media equipment storage room. Column plumbness was verified and found to be plumb within the AISC tolerance of 1: 500. Anchor bolts were found to be snug-tight and satisfactory. Bolted field connections at the roof framing were visually surveyed for proper installation and sheared off tension control splines which indicates a fully tensioned bolt. Bolted connections were found to be satisfactory. The following discrepancy was noted in the media storage area framing: Columns were missing masonry anchor ties as shown on Drawing S-9 Detail R4 . United Steel's shop drawing Sheet 7 does not specify that masonry anchors be installed. The anchors will need to be field welded onto the columns. Welder certifications were reviewed for United Steel's personnel on site today. Certifications were found to be in conformance with the AWS D1. 1-94 Structural Welding Code. PC: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 041 INSPECTOR: Michael Brault, CWI 91100111 DATE: 10/24/96 SUBJECT: Field Verification Inspection PAGE: 1 of 2 A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. At the new media equipment storage area A. 1 to B. 9 and 2 .9 to 5.9, United Steel had field welded masonry anchor strips to the three (3) new columns 7C1, 7C2 and 7C3 as required by the contract Drawing Detail R4 S-9 . The erector had completed the installation of new reinforcement beams and columns at grid Lines F. 1 and 14 Line F. 1 to J.4. Column plumbness was verified as being plumb within the AISC 1: 500 tolerance. Anchor bolt nuts were found snug-tight at this time. Bolted connections were complete and found to be satisfactory. Field welded connections were visually inspected and found to be in conformance with drawing specifications. During today's survey of connections on 14-Line, the writer noted a discrepancy at the connection of new and existing members at G-14 . The contract drawing specifies that 3/8" thick fitted stiffeners be welded to the existing beam W21x44 , reference Detail S-7 on Sheet S-6. This detail is not referenced on United Steel's "E" erection drawing and has not been completed in the field. Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 041 October 24, 1996 Page No. : 2 of 2 The writer contacted Szewczak Associates and informed Mr. Allen Chandler of the conditions and discrepancies in the field. Mr. Chandler stated that he would bring this item to the attention of Mr. Richard Szewczak, the Design Engineer, for review and comments. A copy of today's field report was issued to Gilbane's site Superintendent. I l fII�►��� co '� pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services PROCTOR DENSITY D-1557, GRADATION D-422 PROJECT: SOUTH WINDSOR LIBRARY PROJECT NO: 3434 CLIENT: GILBANE BUILDING COMPANY REPORT NO: 042 LAB # 10419 DATE: 10/25/96 USE: FILL FOR PARKING AREA SAMPLED BY: C. COGHILL SOURCE: CHARBONEAU PIT MODIFIED PROCTOR: MAX. DRY. DENSITY = 136.2 pcf OPT. MOISTURE = 8.0% SOURCE OF SPECIFICATIONS: JOB SPECIFICATIONS GRADATION RESULTS SIEVE # % PASS SPEC. A 3-1/2" 100.0 100.0 1-1/2" 90.6 3/4" 64.6 1/4" 39.3 30-65 #10 28.4 20-55 #40 9.9 5-30 #100 2.7 0-5 #200 2.0 COMPLIED WITH SPEC. A-YES . . .AS PER GRADATION ABOVE SOIL DESCRIP I ION: RED BROWN REVIEWED BY: & ``���tttittrrrrr�� PC: Gilhane Buil Company / Schoenhardt Architects / Szewczak Associates CorIJ�,ILe tes Co Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete /40hAv NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0020 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 09/26/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: 14.2 on A. 1-Line to 17.2 on P-Line - Foundation Walls DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : CM1-521 AMBIENT TEMPERATURE: 72 FINE AGGREGATE, LBS: Sand-1580 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-900; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-49 ozs; 997-313 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0115 12 : 21 01: 02 01:26 65 3 . 00 10.0 68 4 . 6 a. 0124 12 :49 01:30 01:50 61 10.0 6.2 0115 01: 16 01:57 02 : 19 63 10. 0 0108 02 :41 03 : 14 03 :30 49 10.0 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0020 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 92801 7 10/03/96 98,000 3,460 3.00 4.6 68 cone 29.3 92802 28 10/24/96 128,000 41520 3 .00 4. 6 68 cone 92803 28 10/24/96 125,000 4,420 3.00 4.6 68 cone 92804 S 3.00 4. 6 68 NOTES: O1 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 Air readings were 4.6 at the end of the pump and 6.2 at the beginning. The three-inch (311) slump was taken at the end of the pump. The estimates were performed at the beginning of the pump. 30 yards of the pour was performed with the pump (from 14 .2-Line A. 1 to 18.0-Line K. 8) . The additional pour was straight from the trucks (continuing from 18. 0 Line K.8 to 17.2 Line P. 04 All slumps were visually monitored for consistency throughout the entire concrete placement. �Q a�a\ F.fiar CGS ,p Va.17423 % s3/0 iJ Ak- NDEPENDENT MATERIALS TESTING 57 N.WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0036 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 10/15/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Building Addition - Entire Slab on Grade DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 524 AMBIENT TEMPERATURE: 40 FINE AGGREGATE, LBS: 1592 INSPECTOR: Peter Lacki COARSE AGGREGATE, LBS: 1/2-904; 3/4-894 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17.8 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-4 .8 ozs; 997-31. 0 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0124 06:44 07: 30 07:50 66 10.0 0112 07: 10 07 :52 08: 12 62 10. 0 0101 07 : 32 08 : 12 08 : 30 58 4 . 00 10. 0 62 5.9 a. 0114 07 :42 08 : 35 08 :53 71 10. 0 0109 07:55 08 : 56 08 : 14 19 10. 0 0111 08 : 17 09 : 18 09: 37 80 4 . 00 10. 0 62 6.2 b. 0105 08 : 32 09:40 09:55 83 10. 0 0126 08 :53 10: 05 10:20 87 10. 0 0118 09 : 11 10: 12 10: 35 84 10. 0 0120 10: 09 10: 50 11: 15 66 10.0 0109 10: 29 11: 15 11:45 76 4 . 00 10. 0 62 6 C. 0111 11: 08 11: 50 12 :35 87 10. 0 0115 12 : 13 01: 10 01:25 72 2 . 0 Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0036 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93346 7 10/22/96 72, 000 2,550 4.00 5.9 62 cone 28.5 93347 28 11/12/96 4.00 5.9 62 93348 28 11/12/96 4. 00 5.9 62 93349 S 4.00 5.9 62 b. 93338 7 10/22/96 78, 000 2,760 4.00 6.2 62 cone 28.4 93339 28 11/12/96 4. 00 6.2 62 93340 28 11/12/96 4.00 6.2 62 93341 S 4.00 6.2 62 C. 93342 7 10/22/96 741, 000 2,620 4.00 6. 0 62 cone 28. 3 93343 28 11/12/96 4. 00 6.0 62 93344 28 11/12/96 4.00 6. 0 62 93345 S 4. 00 6. 0 62 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. v�-A.01 NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET Co P.O. BOX 745 LABORATORIES, INC.' PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455; -o ��•�, NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION ������t11111►''' CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0023 CONTRACTOR: Waterbury Concrete DATE CAST : 10/03/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Walls West Side of Structure - 2 .2 Line H to 0. 1 Line N; Two (2) Footings at South Entrance; Four (4) Pods in Mechanical Room DESIGN STRENGTH, PSI: 3 , 000 DAYS CURED IN FIELD: 2 CEMENT, LBS. : 515 AMBIENT TEMPERATURE: 62 FINE AGGREGATE, LBS: Sand-1594 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-898; 3/4-898 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 . 2 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-48 ozs; 997-312 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-391 C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0115 06 : 45 07 : 25 08 : 17 92 4 . 50 10. 0 62 6.8 a. 0116 08 : 25 09: 13 09 :20 55 4 . 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93014 7 10/10/96 74, 000 21620 4 . 50 6. 8 62 cone 28 . 4 93015 28 10/31/96 99, 000 3, 500 4 .50 6. 8 62 cone 93016 28 10/31/96 96, 000 3 , 400 4 . 50 6. 8 62 cone 93017 S 4 . 50 6. 8 62 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING,%`Q -� 0 Tr,-;: 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, I N S PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-645B '0 NVLAP Accredited for Construction Testing Services %`A'- REPORT OF CONCRETE INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0028 CONTRACTOR: Waterbury Concrete DATE CAST : 10/04/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Footings - 2 .2 Line K.8 to 14. 3 Line K.8 Types M, K. 6 and L DESIGN STRENGTH, PSI: 3 , 000 DAYS CURED IN FIELD: 3 CEMENT, LBS. : 517 AMBIENT TEMPERATURE: 64 FINE AGGREGATE, LBS: Sand-1586 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-898; 3/4-902 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 .2 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-49 ozs; 997-310 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0110 11: 55 12 :40 01: 00 65 10. 0 0114 12 : 37 01: 10 01:30 53 4 . 00 8. 5 62 6 a. SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93054 7 10/11/96 78, 000 21760 4. 00 6. 0 62 cone 28 . 5 93055 28 11/01/96 111, 000 3 , 920 4 . 00 6. 0 62 cone 93056 28 11/01/96 108, 000 3 , 820 4 . 00 6. 0 62 cone 93057 S 4 . 00 6. 0 62 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete %��ttttrrh��r NDEPENDENT MATERIALS TESTINQ� ,,,V F. 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES INC. 16 �� PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-64.9 �:a t 423 ;y -;�, NVLAP Accredited for Construction Testing Services %0'�Fssf ��a'��`�`'` ONA1. REPORT OF CONCRETE INSPECTION 11111110% CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0029 CONTRACTOR: Gilbane Building Co. DATE CAST : 10/07/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Footings Between 2 .2 Line N to 16 Line N and 2 .2 Line G to 2.21 J.4 DESIGN STRENGTH, PSI: 3, 000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 518 AMBIENT TEMPERATURE: 70 FINE AGGREGATE, LBS: Sand-1578 INSPECTOR: Chris Coghill COARSE AGGREGATE, LBS: 1/2-898; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 28 . 1 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-49 ozs; 997-312 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0126 12 : 19 01: 00 01:30 71 3 .75 10. 0 60 6.2 a. 0127 01: 33 -02 : 13 02 : 35 62 3 . 50 9. 0 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93109 7 10/14/96 83, 000 2 , 940 3 . 75 6.2 60 cone 28 .8 93110 28 11/04/96 109, 000 3 , 860 3 .75 6. 2 60 cone 93111 28 11/04/96 110, 000 3 , 890 3 . 75 6. 2 60 cone. 93112 S 3 .75 6.2 60 NOTES: 01 Pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services SOILS REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 043 SUBJECT: Field Density Determinations DATE: 10/31/96 ASTM D2922, D3017 PAGE: 1 of 2 INSPECTOR: Jason Cichon AREA REPRESENTED: Parking Lot Subbase TEST NO. LOCATION ELEVATION MOISTURE (%) COMPACTION 1 See drawing Top of subbase 6. 9 95. 1 2 See drawing Top of subbase 6. 1 95. 1 3 See drawing Top of subbase 5. 1 95. 3 Z CID _ /�����/lfltlt1�11t pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete ' XiC1. 00, \ I "� _, _ ► _' 2"1 STAR JJNI P$R AP J' • ► ! `. 04 M 2 . ' 5TE_L EDGING 17 � . . - -;�- ,I - Y�lf-4iT55�'i R� BI RGH :Q _ :. • . . . ,. ` TREM 5 r \ GONG.•WHEEL STOP x'\1\ BLACK-EYED STELL TRIM,44 • . . q BLUE CHIP'JUNIf° R, • � I - CHANTE JE PEAR STEEL EDGING Z. rrl TV LAAN OP, V I6•+L j -may, _ r yV J.•• •!'1• ? M//+. :, ' South Windsor Library ,---.South Pro j ect No. 3434 Report No. : 043 1-- 1 October 31, 1996 Page: 2 of 2 _ _� .GLL��-■- S�iL?,9b X"�"c•�� S. o 1 NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services PROJECT: S WINDSOR LIBRARY REPORT NO: 045 1 AS'IM D-1557,D-422 C : GILBANE B U LNG CO. PROJECT NO:3434 SANTLER:JC LAB#10442 DA 1'E:10-31--96 MAX.DRY DENSITY: 152.4!' T SOURCE:TILCON MOISTURE: 7.276 USE:ROAD BASE SOURCE OF SPECIFICATIONS: REMARKS: SPEC:"A' C.,"1'Lxyll j SPEC:."B" NIA I 154 GRADATION RESUL;15 I I S ' %PASS SPEC.A SPEGB � I I I I I I ' I 21,/4" 100.01 100 ! 2" 100.0 1 95 100 t4°f I I I I I�i4" I 76.2 50 75 1 1 I I 111/4" ! 31.1I2S 45 I ,4s 1#lU 27.4 . I I ! I#40 11.9 5 20 1 a.t I I I #100 I Z.1 2 12 I I42 :00 1.3 I I I I z 3 4 5 a 7 a 9 10 11 Mo I I SOIL.DESCRIMON; COMPLEED NVITII SPEC."A" NO CrRF.Y C'oasse to Fine CrRAVFT, C,0MPT.TFD WTTH SPEC-"M N/A Some Coarse'1b Medium SAIND,'!'race Nines No Cobbles ...AS PER URiWA'11QN ABOVE. Cr ALY SIZE DISTRMUTION CURVE 3 3112 110 3N 1/4 111 40 IUD 70o , I I � I ilk � 1 1 111 I j I I I I I I I Illl I I I I! I I I I I I I I 'Hi i I Mill I 70 so I III ( 1 II! ! I IIII ( " I II l l IIIII I I I Ill { I �111t/1// Z i ����`'�,.,,.�•,_�//��, �_ I I I I ( I ! I ►I I111 I I III I I lilt I I 1► I I I �� I I I I► I I I `�°I I IIII I I l lI f I I I SANO i, �-,. , :�• �� COO13LE FIN /411//111i11 0111 • 1 REVIENVED BY, pc: Dick Bowen,Gilhane Building o. choenhardt Architects/Szewczak Associates/John Collins.S.Windsor Building Official/Spazzarini onstruction Co. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 063 INSPECTOR: Michael Brault, CWI 91100111 DATE: 12/10/96 SUBJECT: Field Verification Inspections, PAGE 1 of 3 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. Ultrasonic shear wave method of nondestructive testing was performed on field welded moment connection welds at the high roof framing on Line R between grid Lines 6.9 and 10. 1. Five (5) locations at the north face of Beam 36B1, piece marked from east to west 35B4, 3-35B6 and one (1) Beam 35B5. Bottom flange of 3 5B3 was rejected today. The erector was informed of the remedial weld requirements. See the attached Ultrasonic Inspection sheets for results. ! } _ pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsem nt by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete c South Windsor Library _ Project No. : 3434 Report No. : 063 1 IN E?E.N D E:t E December 10, 1996 Page No. : 2 of 3 T cSTE N »C.;:.CT: �� Cv�Na� A at,2 :l ance F-' C I=n I L=ne I No�:s I mast Souza Wes :_oc= ==-eo= Reza_= T� :D 3r l TF 37 T' 3. Tr 3' T,oVel - --'-Z1 Check 7'"1``%a'_ � !YhI I I -- aAla I I I I I I I I i I I I I I I I I i i Z- I f: 1 I ! I I I I I I I I I I I I I • I I I I ! I I I I ► i I I I I I jj�� � I RemazGCS 7-4 �� G77r � e of Test: �1-7. �v�v�c: Tec:Znic�an: /i �G`14eU 17�C�evel Ii ' r South Windsor Library Project No. : 3434 Report No. : 063 December 10, 1996 Page No. : 3 of 3 REPORT OF ULTRASONIC TESTING OF WELDS Project �✓ � R Report no. Weld idert ification JX/ F Material thickness Weld joint AWS C1 Welding process F Quality requirements—section no. ,� ! Remarks Decibels Discontinuity e U c Distance ? eV0 V C V C m� u_ _c c ace E cm m _ — �� o p Q — c ~ m 'L —+ a b c d Q o Q From From y Remarks I I ( I I X Y3 5aF - � d I I s I � C� I I Ii ' InitqI y iI I F4 , s :v I I I I I sl I I I I I I 81 I I I I I I I I I 9 1 I I I (2)NMg m I 10 12 I I I I ,a I I Beu� 33f3� �r= I I ,s I I I I I I I I ,; I I I ► I I I f � I I ,e l I I I I I I I I I I I I I Za I I I I I I I 21 221 I I I I I I I I I I I I I 23I 24 I I I 'I I ► I I I I I I 25 I I I I I I I i I I I ►. I 21 We,the undersigned,c8ni(y teat the statementsI I ( I I in this recora are correc•and tha,the welds were prepared and tested�n acccrcance with the requirements of section 6,Part C of ANSUAWS D,., �J� year )Structural Welding Code-Steel. Test CaT2 Q ! 6 / Manufacturer or contractor N Inspe^ed by Note: —.his form is applicable to sections 8 and 9 Authorized by (Statically and Dynamically Loafed Struc•ures).Do Date NOT use tnis form for Tubular Structures(section 10). NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 064 INSPECTOR: Michael Brault, CWI 91100111 DATE: 12/11/96 SUBJECT: Field Verification Inspections, PAGE: 1 of 3 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The erector repaired the unacceptable full penetration moment connection weld at the high roof framing Line R. Today's reinspection found the weld repair to be acceptable. See the attached ultrasonic inspection sheet. With respect to the fan room floor shear connectors, 3/4" diameter by 4-1/21' long studs were welded to substrate members with the spacing and arrangement found to be in accordance with United Steel Drawing EZ Revision 7. Soundness of the welded studs was verified and found to be satisfactory. Galvanized composite metal decking at the fan room deck has been completed. Puddle welding and mechanically fastened side laps were found to be satisfactory with spacing and arrangements in accordance with project specifications. Stub column bolted base plates were found to be satisfactory with bolts installed and fully tensioned except for one (1) jump column location. The column base was field welded to the top flange of roof Beam 33B5 with two (2) fillet welds 1/411x4" long. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the us Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 064 December 11, 1996 Page No. : 2 of 3 The erector completed the welding of diagonal tube bracing at the floor framing up to the roof at Column Lines 0. 1 J.4 to P and Line J.4 and 0. 1 to 2 . 1. Welds were found to be satisfactory. The erector has a welder working on seated beam connection roll clip angles, welding new members to existing beams and performing remedial welding at locations requiring repair. Final weld inspections to follow at these inspection. co J � J � O pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka r South Windsor Library INDEPENDENT Project No. : 343 December 11, 19964 Report No. : 064 E CSTING / g No. : 3 of 3 -ange - Souza west �---I - _-- c-- -� 3r = 3c i err ,� + T - c = -� T. _ 5_ ( T B I Level tio.. - ;tee I - c. -k 1 I ! JV I I I I I I I i I i I i I ' I I I I I I I I I I I I I I i I I I I P I I E md }'.5 !- !� aj-yr (� Ti Orf'�l/ �o t uv Ufa•. �ifo 4 Of Test: Technician.:I�`cl e/ 11-0%—Level II �- NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 ST�UC'�'URA��r�EELCoINSPECTI�N nRE�Ox'�S CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 065 INSPECTOR: Michael Brault, CWI 91100111 DATE: 12/12/96 SUBJECT: Field Verification Inspections, PAGE: 1 of 2 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The 22-gauge painted roof decking at the high roof area has been installed over the canopy fan room and the stairwell. Puddle welding and mechanically fastened side laps were found to be satisfactory with spacing and arrangement in accordance with drawing specifications. At this time the erector has not completed the installation and field welding of the wood blocking angles at the north side of Line K.8 of the stairwell roof. Reference Detail A on Drawing E3 . Bolted field connections at the high roof framing have been completed by the erector. Connections were surveyed for completion with the majority of the bolts fully tensioned except for at Line M in the fan room. Due to limited access, the erector has tightened the bottom two (2) bolts in each W10X12 beam connection to M-Line by hand (10 bolts total) . These are bearing type connections and the bolts were verified as being snug tight with plies in full contact. The erector has field welded the connections of Beams 35B7 and 35B8 to the stub tube columns at 6. 9 and 10. 1 Lines just north of M- Line. The stub columns were fabricated without connection plates for the connections of the above two (2) beams. A 3/811 thick angle was welded to the columns and the two (2) beams bolted to the connection angles. Welds were found to be visually satisfactory. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete s South Windors Library Project No. : 3434 Report No. : 065 December 12, ,1996 Page No. : 2 of 2 The erector has removed the temporarily installed galvanized bolts at Columns (12C1 and 12C2) at R-6.9 and R-10.1. Replacement ASTM A325 bolts with the correct lengths were installed and fully tensioned. Z-Beams 33B7 (W8X10s) were field welded to Lines 6. 9 and 10. 1 just north of Line R. The fabricator did not punch holes for bolted connections in the W18 beam stiffeners/connection plates. `\\`�ti t 1'1►tit+►r r����' i ��I1l111Iti pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 066 INSPECTOR: Michael Brault, CWI 91100111 DATE: 12/13/96 SUBJECT: Field Verification Inspections, PAGE: 1 of 2 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The erector completed the field welding at the roof framing on various connections as follows: a. Seated beam connection roll angles have been installed and welded with satisfactory results; b. New beams to existing beams and column connections have been welded with satisfactory results. Beam 44B6, Detail G-Z on Revision 7 E-2 , located between Columns F. 1-14 and G-14 requires an additional support beam be erected and welded. This remains to be performed. Roof Beams 33B2 , 33B3 and 33B4 at stairwell radius just north of K. 8-Line have had additional support plates welded to the above members. The fabricator did not comply with the contract drawing requirements for continuous plates. The additional 3/8" thick plates were field welded at the top flanges at exposed surfaces with a 5/16" fillet weld. Welds were found to be visually satisfactory. Wood blocking support angles were field welded to the high roof supporting members at the north stairwell radius in accordance with Detail A on Drawing E3 . Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 066 December 13 , 1996 Page No. : 2 of 2 Field welding has been completed on the radius canopy tube steel braces at elevations 143 ' and 157' at the west side only. Welding at the east side is in progress but was not completed by the day's end. The erector completed installation of the 22-gauge painted roof deck between Column Lines 0. 1 and 2 , G. 2 to J. 4 . Decking was puddle welded and mechanically fastened in accordance with drawing specifications. Modification to hung lintels remains to be completed by the erector on the W8X15 lo. C 01:NFC . `���� �� .Fps fir►�� 1N►iT423� 0AFSSlpNA1,�'���`. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka NDEPENDENT MATERIALS TESTIN ��``�,oFcokH��l•,,,, 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INS, PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-64V o <k11423 pd�r Co SS��rucon Testing Services �0,�. ���� ttSTEEL INSPtiECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 067 INSPECTOR: Michael Brault, CWI 91100111 DATE: 12/16/96 SUBJECT: Field Verification Inspections, Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing t he engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The erector has completed the field welding of the 4x4 tube braces at the canopy/radius area east side. Welds were found to be satisfactory at elevations 143 ' and 1571 . The erector was field welding and grinding welds for architectural finish at the exposed radius brick shelf plates. Weldin and grinding of mitered corners was not completed by the days end. The erector has set the new support Beam 44B6 W12X26 and plate between Columns F. 1-14 and G-14 at the roof framing toda in accordance with drawing specifications. y The bottom seated connection angles were welded to the existing columns. A discrepancy was noted at the seated connection at Location G-14 . The beam length was short and the bottom flange bolts could not be made. The beam was only bearing on the seat angle by 1-3/411 . The writer contacted Mr. Richard Szewczak to review this connection. Mr. Szewczak required a vertical gusset plated be field welded under the seat angle for additional support. Detail G-2 for the above support beam requires shimming at four feet (4') on center, between the new and existing lintel beam. The distance between the new W12X26 and the existing lintel beam is nine inches (911) . The erector suggested the use of tube steel instead of built-up shim plates. Mr. Szewczak agreed. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects Szewczak Associates / John Collins, South Windsor Building Official ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REBAR INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 061 DATE: December 4 1996 PAGE: 1 of 2 LOCATION: Entire Slab on Grade Second Level INSPECTOR: Peter Lacki Shawn Roberts Percentage of Completion at Time of Inspection n l00% REBAR: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Rebar sizes and s acin were correct. 3 continuous; 6W2 .9x6W2 .9 wire mesh 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Rebar was free of rust and arease. 3 . Positioning of Rebar: Good Use of chairs: Yes Comments: Adequacy of firm tie offs: Good Comments: Are dowels in place now? : No Yes ✓ NSA #4 at 12" on center. FO ` =�?A` <<' Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested'WIl I!t I tW� Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 061 December 4 , 1996 Page: 2 of 2 4 . Rebar splicing: Diameter of laps: 36 diameter Is wiring adequate? Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: ✓ Width: ✓ Shape: ✓ Comments: 6. General condition of forms in place: Cleanliness: Oiled: Yes: No: Conditions: Comments: 7 . Quality of formwork: Trueness in 36" • N/A Plumbness in 3611 : N/A Line Straightness: N/A Bracing: Comments• 8 . Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: 9 . Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10 . List discrepancies: Dowels doing into existing slab as shown on S6 S-6 were not grouted in, they were drilled in two feet (2 ' ) on center and only approximately four inches `411) deep. The Superintendent was notified. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official ka NDEPENDENT MATERIALS TESTINGI��ZC. 57 N. WASHINGTON STREET �•: :_ P.O. BOX 745 LABORATORIES INCH � PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455'0'o NVLAP Accredited for Construction Testing Services '%;ASS/0 Al- REPORT OF MASONRY INSPECTION �1l1 t t i t i►►``��� CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 044 CONTRACTOR: Gilbane Building Co. DATE: 10/31/96 LOCATION OF TIERS OF MASONRY INSPECTED: Interior Wall Between Room Nos. 212 and 213 , Courses 8 to 11 up AMBIENT TEMP: 600 EXPECTED OVERNIGHT TEMP: 400 MIX DATA: MORTAR ( ✓ ) GROUT ( ) TYPE: S CEMENT: 1 cubic foot SUPPLIER: On site F.AGG. : 25 shovels INSPECTOR: Jason Cichon WATER: As needed REQUIRED STRENGTH: 18000 LIME: . 5 cubic foot COMPRESSION TEST OF 2X2X2 CUBE SPECIMEN: LAB NO. : AGE DAYS DATE DUE TOTAL LOAD UNIT PSI 8720 7 11/07/96 10, 200 2, 550 r 8721 28 11/28/96 141, 900 3 , 725 8722 28 11/28/96 13 , 600 3 , 400 REINFORCEMENT, IF ANY: Dur-O-Wal every other course, #5 vertical reinforcement at 48" on center minimum BLOCK TYPES BEING PLACED: 6x8xl6 CMU - stacked bond MANNER & PLACEMENT OF MASONRY UNITS: Line and level MORTAR BEDDING & JOINTING OR FILLING OF VOIDS:_ Satisfactory TEST SAMPLES TAKEN THIS DAY: One set (3) 2x2x2 cube specimens and CURING AND PROTECTION OF MASONRY: Work was inside pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Offical / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete ��•� OF CON NDEPENDENT MATERIALS TESTI pa` F. "= 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, I IBC ft.1 ,3 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6' �- NVLA Accredited � Al, P Acc ed ted for Construction Test►ng Services ,, 0 N A STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 058 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/22/96 SUBJECT: Field Verification Inspections A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. Column plumbness was verified on erected columns from the floor framing level up to the roof framing for compliance with the AISC tolerance of 1: 500. Columns were found plumb within the tolerance except for Column H.9-2 . 1. The erector was informed and will perform the remedial work necessary. Note: At Columns N-6.9 and K. 8-3 .9, the base plate bolted connections at the two (2) jump columns remain to be tensioned by the erector. New chemical anchor bolts have been installed by United Steel at Columns R-3 . 9 and R-15 . A bed of grout under the base plates is being packed at each column. Field welding of various beams was being performed by the erector to the existing structure at the floor framing and roof elevations. Due to limited access, the erector has had to field weld various connections. At Beams 21B1 and 22B7, the erector had removed the shop bolts and removed one (1) of the connection angles to gain access to the (FS) far side angle surface at the web. A vertical weld was then deposited at the angle to existing member. The removed connection angle was reinstalled and bolts retightened by hand. Engineering approval is required for these connections as noted above. The erector was working on completing roof framing field bolted connections and high strength bolts were being tensioned. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction tcs Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 059 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/27/96 SUBJECT: Field Verification Inspections, PAGE: 1 of 3 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. Nondestructive tesing utilizing the ultrasonic shear wave method of inspection was performed on shop deposited full penetration moment connection welds on Beam 36B (N5) attachments. Welds were found to be acceptable. Roof framing channels C3 were field welded to the top flanges of beams and column Lines 16, J.4 to F. 1 and Line F. 1 from 14 . 2 to 16. Welds were found to be satisfactory. The erector completed the installation of horizontal angle braces 29A1 and columns J. 4-6, J. 4-141 N-2 and N-17 at the roof elevation. Remedial work at Column H. 9-2 . 1 has been completed at the base plate. The column was moved to a plumb position within the AISC 1: 500 tolerance. Chemical anchor bolts installed at an earlier date and plate washers were welded over the slotted areas in the base plate with anchor bolt nuts snug-tight. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 059 November 27, 1996 Page No. : 2 of 3 United Steel was erecting the high roof framing steel today. The fabricator did not affix connection plates on two (2) stud columns north of M-Line. The two (2) beams 35B7 and 3B6 are temporarily supported until the required connection plates can be field welded. Beam 36B1 was erected today and set onto the 10x10 12C2 columns. The erector did not have long enough bolts to complete these two (2) connections and temporarily installed four (4) A325 galvanized bolts at each column. G pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka C South Windsor Library E N a E P E ND ENT Project No. : 3434 Report No. : 059 November 27, 1996 Page No. : 3 of 3 TESTING PRp-=CT: iN�, i? ZJZ�V2V, T===oc =lancre _ _ 3r'=mac =gin :_ange Bt1�/'I I arse ( No=�:'i Eas 1r I Sou�Z West' Floor Pena_: Accept T� _J :'" 3l T 37 'T'= �� I T= '•� I T 1 -•-i 1 •�S B. eve_ C`:eck �n� L_a• I � ( I I - � - I I I - - - I I - - - � I I I I I I I ! I I I ,6^2 I I I ! 1 I I 1 ! ! IU0000, I ! i I I I I I I I I I I I t ! I I I ! I I I I I I I I I I I I I I I I I I I I I I ! I I I I ! I I I I I I Remarks 4A&X4 c� 5C ` rnJ .:fie of Test:1�� �9 ',, G Technician•�lC t4d49x*,J11Ir-1— Level II I NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. • PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 060 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/29/96 SUBJECT: Field Verification Inspections, Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. Bolted connections at the roof elevation/fan room floor Lines M to N, 6. 5 to 10. 5 were completed and fully tensioned. The majority of the roof deck was completed with puddle welding and mechanically fastened side laps in accordance with project specifications. Various details remain to be completed, such as Detail E2 perimeter angles, penetrations for frame openings, the galvanized floor deck in the fan room and deck-at J.4 2-Line. Welding of tube steel bracing continued today. Welds were found to be satisfactory at the bottom floor framing elevation at Lines J.4, 0. 1 and P-Line. Welds were found to be satisfactory at the top floor framing elevation at B7, B61 B4 and B3 and tubes Line P, 17 to 18, Line 18 , P to M. 5 and K.8 to K and at J.4-Line, 18 to 17. � 49kT� Z ff pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete M1fl, F. NDEPENDENT MATERIALS TESTING" o 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, IN ; 174 PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-645$����O,�F NVLAP Accredited for Construction Testing Services '�i,,ss�ONA1�<<����`� f STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 049 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/05/96 SUBJECT: Skidmore Wilhelm Bolt Tension PAGE: 1 of 3 Qualification Test The writer was at the above project performing the Skidmore Wilhelm Bolt Tension Qualification Test as required by the AISC specification for using ASTM A325 and A490 structural joints. Sample bolts were taken from each different lot number, diameter and length, then inserted into the tension measuring device. Using the erector's tone shear wrench, the A325 bolts were fully tensioned. This procedure ensures that the erector's tone shear wrench can achieve the minimum tension specification as shown on the attached qualification. This procedure helps to minimize the possibility of using defective high-strength bolts as well. The writer verified that the floor deck material conforms with drawings and specifications of 20-gauge galvanized G60 deck through shipping tickets affixed to the deck bundles. The writer noted a discrepancy while reviewing United Steel's erection drawings E1, E2 and E3 . Typically, for the seated connections at the floor framing elevation, United Steel's drawings do not show a detail for roll clip angles to be installed on each seated beam connection. Mr. Szewczak was contacted by phone to obtain clarification on the seated connections. Mr. Szewczak stated that the roll clip angles shall be installed as required by the AISC Steel Code. The erection Foreman for United Steel was informed of the roll clip angle detail installation requirements by the writer following the phone conversation with Mr. Szewczak. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete N D EP EN D ENT rVIA MMlALZD l Cz ! i lei i z 57 N. WASHINGTON S T. P.O. BOX 745 LABORATORIES, I N C. PLAI NVI LL'F, CT 06062 (203)•525-7193 (203)793a" FAX(Zff3)7474A.C5 XVUP A=rvofed for Constrvctloa Testfag Setvlces BOLT ISION OUALIFZCATIONOf , PROJECT: v LOCATION: �Sf3ih E This is tc certify that�457'` (Erection Subcontractor has checked his high strength bolt tightening device (Device Name) (Devica , ) with the Skidmore-Wilhelm bolt tension calibrator and the ti htening device is in campliance with the requirement of 5/8" 7/811 In 1_Z/16,� 1_1/8t� 1_14" (circle one) bolt tension requlrament. The following are fastener tensions: Minimum Fastener Tension in Thousands of pounds Bolt Size (Inches) A-3125 Bolts 1/2 12 A-490 Etalts 5/8 19 15 � 24 !$ 39 28 f-Sl 35 1 51 49 1-1/8 56 64 1-1/4 71 80 1-3/H 85 102 1-1/2 103 121 Over 1-1/2 148 0.7 X T.S. The calendar date of each test is; Testing Device Whilhe s�idmore Serial Day Time ;0694' �/V Z4 /y,4 Day Time 'hest =2 Test 1 K� Lot Lot � Test Brand . S S• Brand A4.55, �, •...3rj Bolt size 3 �,Z Bolt Size .� �� T2_' 37 K�5 s3-3Z Test -1-38 r4- r2-34 I r �J`" Signature / Inspector ��'3 Building Erection Subcontractor South Windsor Library Superintendent or Fore-man r rn�TL. AH results fetars cnjy re rrre+rema rester. Project No. : 3434 Report No. : 049 November 5, 1996 Page No. : 2 of 3 ` CCvsuL-!,,c eudang P-c t.cm NDEPENDENT IVIA MIALZ. 1 = t 1Mz 57 N. WASHINCTON ST. F.Q. BOX 745 LABORATORIES, INC. P LA I N V I LL'E,CT 06062 (203)1�5.7►93 (Z03y 79UW FAX 747445,6 MVUF Accmdlred for Constrvctlon Testing Services BOLT =TS20N OVALMCATION PROJECT: CcJ n, zz . LOCATION:_c!5,'AAJ E This is to certify that / 111AAg (Erection Subcon ctor) has checked his high strength bolt tightening device %y1,�S �. • (Device Name) - (Device �) s''Ti� the Skidmore-Wilhelm bolt tension calibrator and the t' device is in compliance with the requirement of 5/an (0-aning 7/8" In 1-1/16'� 1 " 1-14" (circle one) bolt tension requirement. The following are fastener tensions: Minimum Fastener Tension in Thousands of Pounds Bo t Size 'aches A-325 B t i/2 12 A-490 Bolts 5/8 19 15 3 4 e 24 7/8 28 +, 0 35 1 49 1-1/8 56 64 1-1/4 72 80 1-3/e 102 5 1-1/2 1 8 121 Over 1-1/2 148 0.7 x T.S. The calendar date of each test T`s`ing Device: �s. W?zi1ri- .hel.� S -ft Szrial Day Times9a, A/ Day Time Test -2 Test 1 K.I.ns RY n '' � �lG Lo� � Low Test Brand /1 f.S.5'. Brand .$ - 10 21`248 Bolt Size4 Bolt Size / T2-35 Kilns 43 ,37 Test s _39 I- y� F2- yo T3 signatu Inspector re ,r4-0 / Building Erection Subcontractor South Windsor Library 'superintendent or Foreman All msutrs rorarp ,ntr to Me items resre--, Project No. : 3434 Report No. : 049 'Nsr :CN November 5 1996 pa ��suL-'vo Page No. ; 3 of 3 @uacing�•:�.�:; _ ' NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 050 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/07/96 UT Level II SUBJECT: Field Verification Inspection PAGE: 1 of 2 A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The erector has begun plumbing the floor framing and columns and tensioning of ASTM A325 high-strength field bolted connections. The writer monitored the bolt tensioning sequencing pattern which the erector was following for conformance with AISC specifications. Welding of seat beam connection roll clip angles has also commenced. The writer verified that the welding electrodes in use conform with the AWS D1. 1 Structural Welding Code for position, material classifications and tensile strengths (i.e. , 20 series electrodes) . A request was made to United Steel's Foreman to obtain welder qualification test records for field personnel performing the field welding. Copies of test records will be submitted to the Laboratory for review. A discrepancy was brought to the writer's attention today by the erector. While trying to plumb the column up to the floor framing anchor bolts were found to be possibly incorrect. Columns 8C1 Q-3 . 9 Line and 8C4 at Q-15 had to be moved off of the bearing plates up to three inches (311) in order to plumb to within the AISC 1: 500 tolerance. Anchor bolts were flame-cut and removed at both. Insufficient bearing now exists at the above noted column locations. Szewczak Engineers to review and suggest repairs. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 050 November 7, 1996 Page: 2 of 2 Columns 8C8 at H.9-2. 1 and 11C1 at J.4-2 . 1, anchor bolts are not in accordance with United Steel's drawing dimensions AB1 Rev. 3, dated October 1, 1996. Note that Rev. 2, dated September 20, 1996, addresses the dimensional revision. Columns and steel framing are greatly affected by the anchor bolt discrepancy. Mr. Dick Bowen of Gilbane has contacted Szewczak Engineers about the above two (2) discrepancies. No response by day's end. f•FO CGj► 23 • pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction bh `ill I t f f tf/try" F ����•```4�CON1yEc�'%�� NDEPENDENT MATERIALS TESTIII a 57 N. WASHINGTON STREET = = P.O. BOX 745 LABORATORIES, INCH ,k Z PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-64 �0,�� NVLAP Accredited for Construction Testing Services S 10NA%-�%���`� STRUCTURAL STEEL INSPECTION REPORT 11111110 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 051 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/08/96 UT Level II SUBJECT: Field Verification Inspection PAGE: 1 of 3 A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. Nondestructive testing utilizing the ultrasonic shear wave method was performed on shop-deposited full penetration moment connection welds in the field and were found to be satisfactory. See attached ultrasonic inspection sheets for additional information. A representative from Waterbury Concrete Co. was on site reviewing the anchor bolt discrepancies at Locations Q-3 . 9, Q-151 H.9-2 . 1 and J. 4-2 . 1. The foundation contractor used Drawing AB1 Rev. 1, dated September 11, 1996, for anchor bolt layout dimensions - United Steel's anchor bolt drawings. It appeared that the steel framing was fabricated to the dimensions in Drawing AB1 Rev. 2 , dated September 20, 1996, which changes several dimensions. Szewczak Engineers still need to review for remedial work specifications or repair procedures. Column plumbness was verified on columns from slab-on-grade up to the floor framing on Lines 18, 17 , 16 and 15, and partially on 14 . 2-Line. Columns were found plumb within the AISC tolerance of 1: 500. Anchor bolt nuts remain loose or incomplete at this time. The erector had to field slot anchor bolt holes in Columns G and F. 1 on Line 14 . 2 , basement and floor framing elevations and Column F. 1-16 . 5/16" plate washers remain to be installed over slotted areas of the base plates. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction bh Test reports may not be reproduced except in fun with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete H N DEPEND ENT South Windsor Library Project No. : 3434 Report No. : 051 TESTING November 8, 1996 Page: 2 of 3 PRO. 7CT: - ''_r':_':o� :?ange 3:=30�to� r�a:tge earn I)?M1 North I mast � souz- � west IFIOCZ =e;oc= Re-ja-* Accept TD ` I� T 3r T 3F Tr BF T B vel 4 Z1 Check ':.1;t - r. - - ti. c 1 f I I { f I ! ! I I { I { I I Sfn 1 I I I I 1 I I 1 1 1 1 + 1 r • 1 / r - • • - ; l 1 t 1 { : 1 i 1 I I I I !• I I ! I � I � 1 ' { I I I I { I I ..•_....... I I • I 1 1 I { I i ! I { I {.....1..� t I I I { { { I I I I I i ► I I I � I I { _ 1 r �e of Test:_��- „`•'/1/�G T chnician: Level 11 South Windsor Library UT_aDI Project No. : 3434 Report No. : 051 November 8, 1996 Page: 3 of 3 ?ages ULTRASONIC TEST•TECHNIQUE PROJECT NAME: &),JVa ,i-09Y4 LOCATION: ITEM DESCR1PT10N: c.l� - ��!,i,� SPECIFICATION: e`JT �^Iw e71 ACCEr'TANCF CRn-S 4: ,av Weld Joint: � Otfiar. Weld Process: Base Malarial: Notarial 7't,;cia,ass: 3 dR Weld Length: [Surfacs Condition: TEST EQtliPME1VT: Maks ,.2ow �� Model &-51-1— 7/� - 7 ✓ • Serial No. 3 PRESENTATION: A Scan TRANSDUCERS: �1 Make Maw , N T r v t c Make f Mode1Amino( Model 65 620 G 4a Mode! •Serial Na. C'p c7/owl Serial No. ,C;j Serial No. Crystal S. a ,, ,c7 Crntal Size ?'S• 7 Crys'tat Size Baam Angie. ©o L• Beam Angle '70 c Beam Angle Frequency , MHz I Frequency . MNz I Frequency MHz CALIBRATION BLOCX(S):Type //ZL) . Malaria!__ e/ /Z Serial No. - o Type N Malarial A) Send No. 1 CO UPLANT: Material M fr. Zto/.5 Batch No. /u zi!2 METHOD: Contact:_Manua,_,Patsam -'�i2Q►- ;,5� Pulse Echo_� Referancs Level dB Scanning Level+ dB RE.y1AAKS: INSPECTOR:. .. lcs LEVEL- DATE: l �i NT M ATERIALS TESTING _ E DEPEND STREETMES, INC' N WASHINGTON AT p I 7 N' LABpR860 747-6455 P O goy, 745 860) 525-7193 FAX E CpNNECTICUT06062 Services VI<_L- Accredited for ConstructiCTloNnREpoRT NVLAPTRUc pcc L STEEL INSpE STRUCTU�' PROJECT No_ *- 3434 Gilbane REPORT Building CO- No. : 052 CLIENT South Windsor Library DATE: 11/11/96 PROJECT: Brault� CWI 91100111 1 of 2 Michael PAGE: INSPECTOR cation Inspections Field Verif i SUBJECT= Structural Steel project e-referenced project the abov that cor erf ormed at to verif y the inspection was pis inspection was implemented utilizing the A f ield Theppurpose of th being ].T(1p • cations es were specif i today• edur the project l roc bode D• • field erection p drawings► Weldiriq engineer-approved Society Structural United Steel' s Welding uested for obtain American eCords were req The foreman is to test r Welder qualif ication eview and submittal• Weld r f ield personnel fof office. Welding his S begun. cop ieS f r OM with materials . e steel bYaC2S na of diagonal tub conf orman�e Lincoln Weldl�g Field welding verified ied to be In 5 using electrodes Jwire were The erector l position and requirements. FCAW) method and is acceptable Wire NR-211 ,MP with the f lux core for all position Welding Line d found to be acceptable at welding of tubes were complete an braces. B7 braces) and partially complete at 18-Line (B-4) P ( completed at seated beam connections and Roll clip angle welds were comp found to be visually acceptable at Lines 17 , 15, 14 and 10 . 1. Bolted eyed for floor fram bolts. ing connections were visually Some vlocations proper were installation and fully tensioned were h. These inacces sible to the erector' s tone shear wrencul1 contactoatsthese verified as having tight bolts with plies in locations. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. ANALYSIS INSPECTION CONSULTING TESTING _ RESEARCH Sn��S Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 052 November 11, 1996 Page No. : 2 of 2 Connections have been found to be satisfactory from Line 14 through Lines 3 .9 of the floor framing. There has been no resolution for the four (4) columns with anchor bolt dimensional discrepancies from United Steel or from Szewczak Associates. \``Jt%%I i IIgIIi,J/ CDNN`CCTi�iri CO 4Q Na 17423 F`4s f0 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 053 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/13/96 SUBJECT: Field Verification Inspections PAGE: 1 of 4 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. The writer received copies of United Steel's site personnel field welder qualification test records. The documents were found to be in conformance with the AWS D1. 1 Structural Welding Code. Attached is a copy of SK-1 Field Repair to Column 8C8/J-4-2 . 1. The repair was partially completed today by the erector. The 1-1/4" plate extension was properly fit up and welded with the FCAW method. The writer monitored the preheat procedure and multi-pass welds being deposited with visual inspection incorporated. The column tube will be field cut and moved to the required location on November 14 . 1996. Nondestructive testing was performed utilizing the ultrasonic shear waved method tc examine full penetration moment connection welds at the first floor framing. See the attached ultrasonic inspection check list for actual locations. The moment welds were found to be acceptable and in accordance with Section 8 of the AWS D1. 1 Structural Welding Code. Visual weld inspections were performed on the 5x5 tube diagonal bracing field welds at the slab and floor framing elevations. Line 18 ; M. 6 to P,K. 8 to J. 4 , Line J. 4 ; 18 to 16 and Line D; 18 to 17 were found to be satisfactory. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 053 November 14, 1996 Page No. : 2 of 4 Column base anchor bolt nuts were verified as being snug-tight throughout the floor framing except at six (6) locations. Columns Q3 .9 and Q15 require remedial work to be performed and Columns .F. 1-16, F1-14.2 and G-14.2 require base plate field slotted. Plate washers required. Seated beam connector roll clips were visually inspected and found to- be satisfactory at floor framing Lines 6 and 7 . `,��tiri�irrr�r��� ``��C 0 N NrC ��•`���' ao�.Foy T� �'�,� 11 1 423 �44j pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka FF� E: PHOME r Ir). : 36Qc9�+2 r i�•... i= :�c5 a�•�opM F 1 UNITS EELS -JNC8 40 It"t OF FAIMCATCM A EAECMAS RAL THE d WSCRLtMEOUS METALS CALC'VVrED OY DATE I 1— _ r e&serw Street.Fast H*nford.CT 09'08 CHer.mC ev 01T� -7 tt 1 ' I I ► I I I t.i7) j f I I ; c I ;� ( I I i2 wr_�- -.1 I �- I I I _ I� ' -' It 1 I South Windsor Library Project No. : 3434 Report No. : oil November 14, 1996 Page No. : 3 of 41Ti t T v I N DEPE I D cNT TEE S TI N G 44i/�3��� 71 Cz �-le l I Soup + wescc= I 3 7 1 • v _\I I �- C,: i 1 t I I ! I - I Jew. - I I f- t I I I I I I I f I I I I I r 1 I 1 I I I I I I I I I I f I I I I I s { 1 1 I I 1 I ► + t I I 1 + I � I I r { I � I I I • 1 , t I i t I I I I ! ► I ! 1 f • I f I t I I I I l I I I I ! ! l I I I I I I I I • e �' �'C r'� y�1 Gam_ i 5 7`e'� A�'• r-�; ? -�- i -. �•'�, •'�f.1' C rr � C'.ti��i/1 �"�� % �.i CL�-� „C_ �C/."ri%/�t'• 1 y�j '�/��� �/�. :� 'P Tech n � T i'J �f �pS�• �/ '� .7 �•%y•�� . �r.� t�r�.♦� EA/ //ri(.�!/����/// ✓d�ryT./(r�Ve� +1 f South Windsor Library Project No. : 3434 Report No. : O11 November 14, 1996 _ Page No. : 4 of 4 NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 1860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0036 CONTRACTOR: Waterbury Concrete Foundations DATE CAST : 10/15/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Building Addition - Entire Slab on Grade DESIGN STRENGTH, PSI: 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 524 AMBIENT TEMPERATURE: 40 FINE AGGREGATE, LBS: 1592 INSPECTOR: Peter Lacki COARSE AGGREGATE, LBS: 1/2-904; 3/4-894 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 17. 8 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-4 . 8 ozs; 997-31. 0 ozs SPECIMEN COND: Satisfactory Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. o # 0124 06:44 07: 30 07: 50 66 10. 0 0112 07: 10 07 : 52 08 : 12 62 10. 0 0101 07: 32 08 : 12 08 :30 58 4. 00 10. 0 62 5.9 a. 0114 07 : 42 08 : 35 08: 53 71 10. 0 0109 07 : 55 08 : 56 08 : 14 19 10. 0 0111 08 : 17 09 : 18 09: 37 80 4 . 00 10. 0 62 6.2 b. 0105 08 : 32 09 :40 09 : 55 83 10. 0 0126 08 :53 10: 05 10: 20 87 10. 0 0118 09: 11 10: 12 10: 35 84 10. 0 0120 10: 09 10: 50 11: 15 66 10. 0 0109 10: 29 11: 15 11:45 76 4. 00 10. 0 62 6 C. 0111 11: 08 11: 50 12 : 35 87 10. 0 0115 12 : 13 01: 10 01: 25 72 2 . 0 Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0036 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 93346 7 10/22/96 72, 000 2,550 4. 00 5.9 62 cone 28. 5 93347 28 11/12/96 101, 000 31570 4. 00 5.9 62 cone 93348 28 11/12/96 105, 000 3,710 4.00 5.9 62 cone 93349 S 4 . 00 5.9 62 b. 93338 7 10/22/96 78, 000 2,760 4. 00 6.2 62 cone 28 .4 93339 28 11/12/96 108, 000 31820 4. 00 6.2 62 cone 93340 28 11/12/96 106, 000 3,750 4. 00 6. 2 62 cone 93341 S 4.00 6.2 62 c. 93342 7 10/22/96 74, 000 2,620 4. 00 6. 0 62 cone 28. 3 93343 28 11/12/96 960, 000 31400 4. 00 6. 0 62 cone 93344 28 11/12/96 101, 000 31570 4 . 00 6. 0 62 cone 93345 S 4 . 00 6. 0 62 NOTES: 01 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. CONNFC�,'�,�% P co O � r � tta T4 3 t�, NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF MASONRY INSPECTION CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 044 CONTRACTOR: Gilbane Building Co. DATE: 10/31/96 LOCATION OF TIERS OF MASONRY INSPECTED: Interior Wall Between Room Nos. 212 and 213 , Courses 8 to 11 Up AMBIENT TEMP: 600 EXPECTED OVERNIGHT TEMP: 400 MIX DATA: MORTAR ( ✓ ) GROUT ( } TYPE: S CEMENT: 1 cubic foot SUPPLIER: On site F.AGG. : 25 shovels INSPECTOR: Jason Cichon WATER: As needed REQUIRED STRENGTH: 18000 LIME: . 5 cubic foot COMPRESSION TEST OF 2X2X2 CUBE SPECIMEN: LAB NO. : AGE,DAYS DATE DUE TOTAL LOAD UNIT, PSI 8720 7 11/07/96 10, 200 21550 8721 28 11/28/96 8722 28 11/28/96 REINFORCEMENT, IF ANY: Dur-O-Wal every other course, #5 vertical reinforcement at 48" on center minimum BLOCK TYPES BEING PLACED: 6x8x16 CMU - stacked bond MANNER & PLACEMENT OF MASONRY UNITS: Line and level MORTAR BEDDING & JOINTING OR FILLING OF VOIDS: Satisfactory TEST SAMPLES TAKEN THIS DAY: One set (3) 2x2x2 cube specimens and CURING AND PROTECTION OF MASONRY: Work was inside pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Offical / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Governm nt. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils St el Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL SHOP INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 046 INSPECTOR: Richard Dagitz, CWI 93100181 DATE: 10/29/96 SUBJECT: Shop Inspection Re: BOCA PAGE: 1 of 3 Section 1308 A shop inspection was performed on this date at the fabrication plant, United Steel, Inc. of East Hartford, Connecticut, for the purpose of ascertaining that the applicable codes and specifications are being implemented during the steel fabrication for the project. The following specifications and codes may be applied on this project: the project specifications on structural steel; the AISC Manual of Steel Construction; the American Welding Society Code Di. l-94 Edition For Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the (SSPC) Steel Structures Painting Council, Vols. 1 and 2 For Steel Cleaning and Painting. Beams and roof frames were inspected today for dimensional accuracy, material finish and welding conformance where applicable. Members inspected today were found to be satisfactory. See the attached shop inspection checklist for the members inspected and the disposition of each. �0NNECP, `��,t�• \0 F.Fp i 11 If Cq FSSI pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete 11/Ub/Ub 09:43 FAX 8605368326 WILCOX_WINE_SU 906 i i INDEPENDENT a INS?ECTIOr� 07 TESTING STRUC1170 A.L ST.v%L WELDS ;y PROJECT NAME:�'ac,,7�/ !/✓i.�as,d.c �i�s L�s� / PROJECT LOCATION: DATE: l o/t_4 Z9 Ar The itefas listed beiow are in ccpliance with s;;e:iflCa:irn ragUirw4n:s as they pertain to: A - Material Preparation a - oimensiona! Accurency VISUAL t/� SF-OD C - Melding Confammance NDT ?�acs,.yar 3 C :rrors/Remarks I ell 49 1 3 AM II f im,4l Yam+ S AVS au- tom. South Windsor Library Project No. : 3434 Report No. : 046 �„ :, October 29, 1996 Page No. : 2 of 3 �� r "• •,•• ••� •• •a.a OVVJJUUVGU RILLUA�L.9K11Vh_$U Q07 INDEPENDENT INSPECTITEST) V G STRUC tWi . L — STot'Or WELLS PROJ�E CT Nth ' PROJECT LOCATION: ov The Items listed below are in c:xvH ance with specfti:a-icn rcruiremer;s as they pertain to: A - Material Preparation 6 - Dimensfanal Accurancy , VISUAL S'r.OP ` C - Welding Conformance VISUAL ..._.-�.r... t- . A C errors/Remarxs 1 4 �743 7 ! -I I � 1 E I f _• ''� South Windsor Library Project No. : 3434 Report No. : 046 `'''' "• `` / October 29, 1996 Page No. : 3 of 3 NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL SHOP INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 047 INSPECTOR: Richard Dagitz, CWI 93100181 DATE: 10/30/96 SUBJECT: Shop Inspection Re: BOCA PAGE: 1 of 2 Section 1308 A shop inspection was performed on this date at the fabrication plant, United Steel, Inc. of East Hartford, Connecticut, for the purpose of ascertaining that the applicable codes and specifications are being implemented during the steel fabrication for the project. The following specifications and codes may be applied on this project: the project specifications on structural steel; the AISC Manual of Steel Construction; the American Welding Society Code D1. 1-94 Edition For Structural Welding; ASTM Standards for Metals Conformance and Non-Destructive Testing; and the (SSPC) Steel Structures Painting Council, Vols. 1 and 2 For Steel Cleaning and Painting. Beams were inspected today for dimensional accuracy, material finish and welding conformance where applicable. Beams inspected were found to be satisfactory and welding to be of good quality. See the attached shop inspection checklist for the members inspected and the disposition of each. CONHEc.�%,,, F.fo cG, •o O N pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete — .v a:ap Vvvvvvvva.v If1LVV0OAKj(rL+_,�J 409 INDEPENDENT TESTING rxs?ECTiox of STRUC+t��s, STEEL WELDS PROJECT NAME: :SW7* 44144J,07 i o e Pda PROJECT LOCATION: a DATE: 6d Z�� The item listed below are in ca9tiance with sFe:if!ca:icn requirer.�c:nts as they pertain to: A - Material Preparation B - D i menS i ona l AcrurenCy V I S UAL SF .Op- Welding Conformance Sr?O_n NDT P i ec: Aarx• 't A y C arrors/ ea arxs ���� �• 4 4.ld7 I ✓i /,.vr I ✓4 'd v f l &iL/f I + �fAlI - 8xy 2.- 2. 14- II Ili Ad \ . South Windsor Library (�AC1�Z Project No. : 3434 Report No. : 047 "n'J' October 30, 1996 Page No. : 2 of 2 - NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 057 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/20/96 SUBJECT: Field Verification Inspection, PAGE: 1 of 2 Structural Steel A field inspection was performed at -the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. United Steel's subcontractor (shear stud contractor) was on site today and completed the welding of shear connectors at the floor framing elevations. 3/411 diameter by 4-7/811 shear studs were welded to substrate members from 6-Line east to Line 0. 1 and found to be satisfactory. The spacing and arrangement of the shear studs was found to be in accordance with United Steel's Drawing E-1 Revision 7 . Puddle welding and mechanically fastened deck side laps at the floor decking have been completed and found to be satisfactory. Cell closures and pour stops have been completed except for floor framing radius south of R-Line Between 7- and 10-Line. United Steel has completed the welding of the tube steel diagonal braces at Grid Lines J.4, 2 through 0. 1 and Line 0. 1, K. 8 to J.4. Welds were found to be visually satisfactory and in accordance with United Steel's drawing specifications. Slotted column bases at F. 1-16, F. 1-14 . 2 and G-14 . 1 have had 5/161, thick plate washers welded over slotted areas and anchor nuts reinstalled and tightened to a snug condition. Column H. 9-2 . 1 has been relocated to the required and plumb location. Chemical anchors have been installed but require a curing period prior to anchor nut tightening. Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 057 November 20, 1996 Page No. : 2 of 2 Columns at R-6.9 and R-10. 1 have been moved to a plumb position within the AISC 1:500 tolerance. The welding of the tube beams 12x6x1/4 to columns has been completed. Welds at all four (4) surfaces were found to satisfactory. United Steel is stuffing bolted connections at the roof framing. Discrepancies were noted at the connections today: Beams 33B1, 33B2 and 33B3 are being reviewed by. United Steel. Beams 23B15, 23B16 and 23B17 are being review as well to clarify connection discrepancies. 11111111�'f -10 ( 't 7r I• // 1fJ' -a j• � W 103a�- '''����/1111111�ti�` pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka `���111111)l//f�� NDEPENDENT MATERIALS TESTING .. 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC.Ir, ,0 Nt17,623 ..; ; PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services �t.0, STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 056 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/18/96 SUBJECT: Field Verification Inspection, Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. United Steel's shear connector subcontractor was on site today welding shear connector/studs to substrate members at the floor framing elevation. The 3/411 diameter by 4-7/811 in length shear connectors with a finished height of 4-5/811 were welded to substrate members from Line 18 through 6-Line. No further installation could be performed today as it was the end of the day and there was not adequate light. The writer noted that the ferrules/insulators had not been removed from shear connector bases at this time. The shear connectors welded from 18 Line to 6-Line and Line F. 1 through Q_were welded and found to be satisfactory with spacing and arrangement in accordance with United Steel's Drawing E-1 Revision 7 . The floor deck was not fully completed today. United Steel is working to complete various details. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete NDEPENDENT MATERIALS TESTING 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services STRUCTURAL STEEL INSPECTION REPORT CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: South Windsor Library REPORT NO. : 055 INSPECTOR: Michael Brault, CWI 91100111 DATE: 11/15/96 SUBJECT: Field Verification Inspection, PAGE: 1 of 2 Structural Steel A field inspection was performed at the above-referenced project today. The purpose of this inspection was to verify that correct field erection procedures were being implemented utilizing the engineer-approved drawings, the project specifications, and the American Welding Society Structural Welding Code D. 1. United Steel has begun to erect the roof framing steel today. The remainder of the columns from the slab on grade up to floor framing have been verified as being plumb within the AISC 1:500 tolerance. Visual weld inspection was performed on the 5x5 diagonal tube steel welds at P-Line, 0. 1 to Z. 2-Line and Line 0. 1, M. 5 to .P. 1. The welds were found to be satisfactory. Other locations remain to be welded. 95% of the floor framing ASTM A325 high-strength field bolted connections at the above elevation have been fully tensioned and/or have been hand-tightened by the erector. Locations that were hand- tightened were verified by the writer as being snug-tight with plies in full contact. Only the framing between 1. 4-Line and G.2 remain to be tensioned by the erector. Welding of various field details is required prior to completing bolted connections. The remaining roll clip angles have been welded and found to be satisfactory at the floor framing seated connections. i r � _ y � Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the'1t0rrts Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Ga(cef TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete South Windsor Library Project No. : 3434 Report No. : 055 November 15, 1996 Page No. : 2 of 2 Beams 15B6 and 15B7 have been field welded to beams 15B2. Reference Lines 7 and 10 between Q and R. Welds were noted as 5/1611 fillets full vertical with 1/2" returns at top and bottom. Quality and appearance were found to be satisfactory. The floor framing 3/4" diameter by 4-1/2" shear connections were to be welded today by United Steel's subcontractor. The subcontractor did not arrive on site today for shear connectors. pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official / Spazzarini Construction ka NDEPENDENT MATERIALS TESTING • 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: Gilbane Building Co. PROJECT NO. : 3434 PROJECT: SOUTH WINDSOR LIBRARY REPORT NO. : 0062 CONTRACTOR: Gilbane Building Co. DATE CAST : 12/04/96 CONCRETE SUPPLIER: Roncari LOCATION OF CONCRETE: Entire Slab on Grade - Second Floor DESIGN STRENGTH, PSI : 31000 DAYS CURED IN FIELD: 1 CEMENT, LBS. : 521 AMBIENT TEMPERATURE: 30 FINE AGGREGATE, LBS: 1576 INSPECTOR: Peter Lacki COARSE AGGREGATE, LBS: 1/2-900; 3/4-900 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 21. 6 SPEC AREA APPROX: 28 .27 sq. in. ADMIXTURE: Air-4 . 9 ozs; Pzo-37 . 6 ozs; SPECIMEN COND: Satisfactory 997-31. 2 ozs Test methods used if shown: ASTM C-31, C-39, C-143 , C-173 or C-231, C-1064 . TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % # 0127 06: 47 07 : 30 07 : 55 68 10. 0 0117 07 : 02 07 : 30 08 : 05 63 10. 0 0119 07: 32 08 : 10 08 : 29 57 5. 00 10. 0 68 4. 3 a. 0120 07 : 44 08 : 30 08 :45 61 10. 0 0114 07 : 57 08 : 45 08 : 58 61 10. 0 0107 08 : 21 09 : 05 09 : 20 59 10. 0 0110 08 : 43 09 : 30 09 :45 62 4 . 75 10. 0 68 4 .5 b. 0111 08 : 52 09 : 45 10: 15 83 10. 0 0126 09 : 03 09 : 50 10:20 77 10. 0 0120 09 : 30 10: 20 10: 55 85 10. 0 0114 09:42 10: 55 11: 06 84 10. 0 0118 09: 56 11 : 10 11: 17 81 10. 0 0115 10: 14 11: 20 11:40 86 4 . 50 10. 0 68 4 . 3 c. 0110 11:41 12 : 30 01: 00 79 4 . 50 10. 0 Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0062 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES % TEMP FRAC. POUNDS a. 94460 7 12/11/96 87 , 000 3, 080 5. 00 4 . 3 68 cone 29. 1 94461 28 01/01/97 117, 000 41140 5. 00 4 .3 68 cone 94462 28 01/01/97 116, 000 4, 100 5. 00 4 . 3 68 cone 94463 S 5. 00 4 . 3 68 b. 94468 7 12/11/96 85, 000 31010 4 . 75 4 . 5 68 cone 28 . 8 94469 28 01/01/97 118, 000 41170 4 .75 4 . 5 68 cone 94470 28 01/01/97 117, 000 41140 . 4 .75 4 . 5 68 shear 94471 S 4 . 75 4 . 5 68 c. 95071 33 01/06/97 103 , 000 31640 4 . 50 4 . 3 68 cone 29. 5 95072 33 01/06/97 102, 000 3 , 600 4 . 50 4 . 3 68 cone 95073 33 01/06/97 102 , 000 31600 4 . 50 4 . 3 68 cone 95074 S 4 . 50 4 . 3 68 NOTES: O1 pc: Dick Bowen, Gilbane Building Co. / Schoenhardt Architects / Szewczak Associates / John Collins, South Windsor Building Official 02 bh 03 Five-inch (511) slumps going into the pump were accepted by the Engineer, Allan Chandler. 04 All slumps were visually monitored for consistency throughout the entire concrete placement. `,�111111lIf!!!' 05 Set C - Days Cured in Field - 33 •�`��`p`c�,OIJP�`�Ti�.��'-, 4 "' C — t:s 17-;Z5 tv �'�.,FF35 t(Al r ." ` - - RICAL PERMIT EPermit � ��. ION FOR ELECT P YTS TsECIs1ON APPLICAT WINDSOR TOWN OF SOUTHb BUILDING DEPARTMENT (Y h^Yx ,p rpltcauon�s Y• 1540 SULLIVAN AVENUE x ApPRU 644-2511 ext.230 G4 inspector w must be printed or typed _ Application m Location of Job: t .E FE �� Stream Lot No. Street No. 7s=;. 00 Apt.No. ova$1,000 $13.00 per$1,000 'Tenant Designation r facti f or u► oa t�ereo f J r e! 0 4s APPLICANT EIc107 1 c�l rvTi� o/ C- Oh 12-0 DRESS 3 0 /w yT -- APPLICANT AD .. .; APPLICANT PHONE# _ �$lli92Y OWNER w^� ^ 0/1— � * $E OWNER ADDRESS „ p� wAl a ^ 7,5 OWNER PHONE 'TED COST$ 8 O!�•Ov ESTIM�► p Yes o V IS THIS A CONTRACT COST? FEE ENCLOSED$ — '� 'TYPE OF JOB: 0 New Installation Revised 8/99 Altemtion/Addition/Repair APPLICATION FOR ELECT F CAL PERT(Continued from reverse side) IS THIS APPLICATION ASSOCIATED WITH❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ A ❑BUSINESS CURRENT USE YES�.NO El ASSEMBLY E AND OCCUPANCY ❑MERCANTILE 133 4,Y ❑EDUCATIONAL FUTURE USE AND OCCUPANCY ZI 132,q ❑INSTITUTIONAL � ❑FACTORY ENGINEER'S NAME Picojou�2���L Gyy 25-// ❑STORAGE PHONE ] ❑GARAGE DRESS ❑MIXED USE /D i2,4lL CITY (Other please specify) STATE ZIP TYPE OF INSTALLATION/WIRING METHOD EIV 77�•��v l(// SIZE OF SERVICE GJfgm 44— � cvc C 01va �T-- SIZE OF MAIN CONDUCTORS '/0 7.-- NUMBER OF METERS'" NUMBER OF DISCONNECTS AND STINGS NUMBER OF PANELS__ REMOTE DISCONNECT REQUIRED ❑YES ❑ NUMBER OF LIGHT CIRCUITS NO NUMBER OF POWER CIRCUITS' NUMBER OF SWITCHES ----- --- NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES__NUMBER - OF HEAT CIRCUITTS NUMBER OF A/C CIRCUITS SEPARATE BEAT LOSS AND A/C CALCULATIONS MUST BE SUBAU77TD. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR COMPLY WITH ALL LOCAL ORDINANCES AND SRT SIT TO PERFORM T'HE WORK DF,SCRIB PERFORMANCE OF SUCH WORK. ATE OF CONNECTT ED AND IS TO CUT BUII-DING CODES IN TIC 021 CONTRACTORS LICENSE NO. SIGNATURE OF APPLICANT TYPE STATE DATE 'S D� UNDERGROUND STORAGE PG of ; • STATE c 2. -- - Department of II FACILITY NOTIFICATION UNDERGROUND STC Q - - - - Bureau of Z O 1a FI FIRST • 165 Capitol Ave U NOTIFICATION SITE I.D. �• TE LLI OR .• PLEASE TYPE OR PRINT.AL U) b n SUBSEQUENT (If checked, J NOTIFICATION enter no Refer to INSTRUCTIONS FOR FILI LOCATION SITE NAME NO.AND STREET 4. OF FACILITY --- SOUTH WI NDSOR I T BQAQY VAN—All' BUSINESS NAME AND NAME 'NO.AND STREET 6. MAILING ADDRESS Cn NA ME SOUTH NO.AND STREET Z 7 FACILITY OWNER . H WI NDDR O - - - -- 8. TYPE OF OWNER ❑ PRIVATE ❑ STATE ❑ MUNICIPAL Cf) OPERATOR/CONTACT NAME NO AND STREET 9. PERSON 12a - - - CONTENTS 1 - -- 10. 11 a 11 b. 12b STATUS 13.TYPE OF 14 CONTENTS TANK I.D. DATE OF z TOTAL o EST QUANTITY DATE c ,CHEMICAL NAME OF INSTALLATION � ta CAPACITY w Z� LEFT STORED o TANK p 6 SUBSTANCE (Mo/Yr) X o (Gals) Z Z ii (If any) LAST ?a =LD (not trade name) LU LL Q— (Gals) a USED o w 0 (Enter CA.S.No,if kn, (Mo Nr) J Example 5/75 I30 1 5000 X X Heatinc Example 7/60 — 8000 X 8/78 X I,I,I,-Tricl -- - -- CAS A g 1 _ 1979 _-IS, 8000 - X-8/96- X -J-Heating -F-N z , O - -- - U I r i 20.HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? ❑ YES 122.CERTIFICAI z21. COMMENTS: and am familiar with the Q based on my inquiry c H information,I believe tha U Penalties:any owner w W exceed$10.000 for eacCn is submitted. COPY 3: RETAIN FC