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10 NORMAN STREET - BUILDING INSPECTION 14 NORMAN STREET' ; .1 CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KI AiN6Ii1.EY DR6COLI. MAYOR 120 WA1HIId(:roe Srar=.e'r+ SaLit:na,MassncaicsErn 01970 Tea.:978-745-9595 ♦ Fns:978-740-9846 Feb.5,2007 VIOLATION NOTICE PROPERTY LOCATION 10 Norman Street Dear Owners The above listed property has been found to be in violation of the following State Codes and/or City Ordinances: State Building Code 780 C.M.R section 103 Maintainence An exterior brick column,supporting a roof over the exit door is detached and able to be moved by hand.This is a serious condition that has the potential to cause injury as well as interfere with proper egress. Temporary repairs must begin immediately.Final repairs must be done by a licensed individual within 30 days, of this notice. Failure to do so may result in further actions being brought against you, up to and including the filing of complaints at District Court. If you have any questions regarding this letter, please contact the Building Inspectors Office at(978) 745-9595, extension 5640. Sincerely, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: Jason Silva, Mayors office Salem Fire Prevention SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign u item 4 if Restricted Delivery is desired. X (/ ❑Agent ■ Print your name and address on the reverse y ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from Rem 14 0 Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No 1 0/6 '()&,K hoc ►``s "s cv f— I �j�_ / '3.` WType [r(3` I�7./ �� ;�rt7fied Mall ❑Express Mall gistered 1:1Retum Receipt for Merchandise - Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 13 yes 2. Article Number (Transfer from service labe9 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 UNIYED STATES POSTAL SERVICE -Mss LAail. ...... RAT MA DlU-� • Sender: Please print your name, address', and 20+4-hf6is box k NORTHSHORE ROOFING & SEALCOATING 281 Andover St. DanverS,MA 01923 (978)977-3816 Fax:(978)762-4667 Markwood Management 04/21/04 Job Location: 10 Norman St. Salem, MA (781)639- 0534 (781)639-0228 fax Attn : Mark Livermore The following is to be completed : Apply a new EPDM single-ply membrane roof system on the main upper roof only .(Note: This quote includes applying insulation and membrane to all dormers on the roofs surface .) 1)Remove the existing roof ballisters to prepare for the removal of the existing roof system .Existing ballisters will be re- used . 2)Remove the existing EPDM membrane and saturated insulation down to the concrete roof deck. 3)Apply 2-in.polyisocyanurate insulation over the concrete deck. 4)Apply 1/2-in. polyisocyanurate insulation over all brick dormer walls, insulation will be fully adhered on the dormer walls only . 5)Apply EPDM rubber membrane .060 60ml. which will be secured with the existing roof ballisters on the concrete roof deck.Membrane will be fully adhered on the dormer walls . 6)Re-flash all penetrations with uncured membrane . 7)Apply EPDM pipe boots with stainless steel clamps around all vent pipes . 8)All seams will be overlapped 6-in. and chemically cleaned and primed . Seam tape will then be applied between all of the seams . 9)Apply new aluminum roof drain systems with 12-in. sleeves and leaf guard covers . 10)The existing nailer board will remain, if found to be deteriorated in any areas it will be removed in those areas and replaced . 11)Apply .040 aluminum roof flashing, same size as the existing flashing. (color: bronze) 12)All roof related debris will be legally disposed of by North Shore Roofing. 13)Ten year warranty on labor and material. r- TOTAL PRICE: $34,000.00 PAYMENT TERMS DEPOSIT REQUIRED: $11,300.00 WHEN HALF COMPLETED: $11,300.00 REMAINING BALANCE DUE WHEN COMPLETED: $11,400.00 *Time frame for availability* (3)three weeks *A.space in the parking lot will be required for a dumpster* *North Shore Roofing will obtain a roof permit Markwood Management x N.S.R.x '�✓ Peter Miller *North Shore Roofing will carry standard liability insurance as well as workmans compensation* Member of the Better Business Bureau Mass. Reg.#128691 Business Certificate ftp of Oalem, Aasg4ugettg -may 11x1 eil DATE FILED Upi D Type: ❑'New Expiration Date (J ❑ Renewal, no change Number — ❑ Renewal with chance In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended, the undersigned hereby declare(s) that a business is conducted under the title of. s<,q Pie at. /C 2lU�Z/� />Zld S� 4'A 1,g tiI/� d/970 — type of business zvr-"s'„ by the following named person(s): (Include corporate name and title if corporate officer) _ Full Name Residence sLc� a cl ��/c __ � 0 Narznr�ri J� rl�/air �i9 Signatures _._._._._._._._._._._._._._._._._._.–•—=_•_•===_•_•_•_•_•_•=_•_•_�_•_ ------------ - ------ ----------------------------------------------------- ----------------------------------- ----------------------------------------------------- on IVJy R 191tthe above named person(s) personally appeared before me and made an oath that the foregoing statement is true. - - CITY _CLERK - ----------------------------------------------------- Notary Public (seal) Date Commission Expires identification Presented State Tax I.D. # S.S. #-- 'eq(54 – G 9j (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four vears thereafter. A statement under oath must be filed with the town clerk upon discontinuing, re=`ng, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continues. - '` ., Titu of 0alem, Mafigar4ufir ' Aseceenre' Offirc, Cto RnIPYp F� �j �o, • December 13, 1982 Heritage Plaza Condominium 1O Norma'n-Str-eett Salem, MA 01970 Attention: Mr. Jerry Baizen Dear Mr. Baizen: The Salem Board of Assessors wish to inform you of the following changes: 1. 5 STORY MID-RISE BUILDING FRONTING ON NORMAN STREET: 31 Residential Dwelling Units + 3 Office Condominium Units PRESENT ADDRESS: 10 - 161 Norman St. • ASSESSED OWNER: Harbortown Development Corp. CHANGE TO: NEW ADDRESS lst Office Condo Nearest Washington St. 4 Norman St. 2nd Office Condo 6 Norman St. 3rd Office Condo 8 Norman St. Left Rear Entrance 10 Norman St. 2. 3 STORY BUILDING FRONTING ON BARTON SQUARE: 4 Dwelling Units PRESENT ADDRESS: None - New Building LOCATION: Directly Across from Bank Parking Lot ASSESSED OWNER: Harbortown Development Corp. NEW ADDRESS: 9 Barton Square 3. 3 STORY BUILDING NEAR #13 BARTON SQUARE FRONTING ON REAR PARKING AREA BEHIND BUILDING IN #2 ABOVE: 8 Dwelling Units PRESENT ADDRESS: None - New Building LOCATION: Immediately South of #13 Barton Square ASSESSED OWNER: Harbortown Development Corp. NEW ADDRESS: 11 Barton Square Very truly yours, • BOARD OF ASSESSORS aures R. Hosman, Assessor JRH:mjg -2- Heritage Plaza Condominium December 13, 1982 cc: Mrs. Josephine R. Fusco, City Clerk Kenneth B. Cahill, Postmaster Chief James Brennan, Fire Department /,Xichard T. McIntosh, Insp, of Bldgs. Engineering Dept., City of Salem Margaret R. Hagerty, Principal Clerk, Water Dept. eel Coity of 11�ttlrm, ttssttrl�use �' Q n �.'` �lsaeasnre' (1�ff'irr, (61f Mall �. 1,ly�`TS December 13, 1982 Heritage Plaza Condominium 10 Norman Street Salem, MA 01970 Attention: -.Mrs. Jerry Baizen Dear Mr. Baizen: The Salem Board of Assessors wish to inform you of the following changes: 1. 5 STORY MID-RISE BUILDING FRONTING ON NORMAN STREET: 31 Residential Dwelling Units + 3 Office Condominium Units PRESENT ADDRESS: 10 - 162 Norman St. ASSESSED OWNER: Harbortown Development Corp. CHANGE TO: NEW ADDRESS 1st Office Condo Nearest Washington St. 4 Norman St. 2nd Office Condo 6 Norman St. 3rd Office Condo 8 Norman St. Left Rear Entrance 10 Norman St. 2. 3 STORY BUILDING FRONTING ON BARTON SQUARE: 4 Dwelling Units PRESENT ADDRESS: None - New Building LOCATION: Directly Across from Bank Parking Lot ASSESSED OWNER: Harbortown Development Corp. NE14 ADDRESS: 9 Barton Square 3. 3 STORY BUILDING NEAR JP13 BARTON SQUARE FRONTING ON REAR PARKING AREA BEHIND BUILDING IN #2 ABOVE: 8 Dwelling Units PRESENT ADDRESS: None - New Building LOCATION: Immediately South of #13 Barton Square ASSESSED OWNER: Harbortown Development Corp. NEW ADDRESS: 11 Barton Square Very truly yours, BOARD OF ASSESSORS � ! aures R. Hosman,• Assesso V JRH:mjg Corcoran Construction Corp. 4GDdLUSEUTTi Qd 500 GRANITE AVENUE i EAST MILTON, MASS. 02188 DATE ,aa NO. 696.1390 ' ATTENTION ehaAa s TO e A6y/� K�ALW rV_ �1 Nan Lo GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the foling items: L ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples _. ❑ Slecifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval �J For your use ❑ Approved as noted ❑ Submit copies for distribution /❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review andcomment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO If enclosures are not as noted, kindly notify us at once. U T OF MASSACHUSETTS, INC. 5 RICHARDION LANE, STONEHAM, MA 02180 617-1311-7755 REPORT NO. 2 JOB NO. UTS 5496 _ CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE CLUSTER # 1 FOOTINGS Lab. No. H 927 H 9 2 8 H 929 Type of Age.e. 7 Days 28 Days 28 Days _ Ftarture DESIGN STRENGTH 30009 .v1 MIX WEIGHTS—per cubic yard Cement (lbs.) 1, Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) ADMIXTURE ozlyd 2 ADMIXTURE ozlyd AIR CONTENT (%): , SLUMP (In): 2 3/4t' WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 560 3 AIR TEMP.: (°F) 300 TRUCK NO.: 038 TICKET NO.: #30194 CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 6 x 12 6 x 12 6 x 12 4 AREA (sq. in.): 28.27 28.27 28.27 SPECIMEN WEIGHT (lbs.): 29. 00 29. 13 29. 00 !• TYPE OF FRACTURE: #4 TOTAL LOAD (lbs.): 721000 UNIT LOAD (Psi): 2, 550 5 DATE CAST 12-17-81 12-17-81 12-17-81 DATE TESTED 12-24-81 1-14-82 1-14-82 Distribution: Remarks CORCORAN CONSTRUCTION U TD S OF MASSACHUSETTIA/S, INC . U TOF MASSACHUSETTS/ INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-138-7755 1 REPORT NO. JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR' CORCORAN CONSTRUCTION MIDRISE BUILDING FOOTINGS LOCATION OF CONCRETE REPRESENTED Lab. No. H 923 H 924 H 925 H 926 Type of Age. 7 Days 28 Days 28 Days 28 Days Fracture DESIGN STRENGTH 3000# 3/4" MIX WEIGHTS—per cubic yard Z��,• Cement (lbs.) 1 Fine Aggr. (tbs.) Coarse Aggr. (tbs.) j e Water (gals.) ADMIXTURE oz/yd 2 ADMIXTURE ozlyd ,,pp AIR CONTENT (%): Stt SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 560 300 3 AIR TEMP.: ('F) #3 7 TRUCK NO.: 430185 TICKET NO.: GOOD CONDITION OF SPECIMEN: A SIZE OF SPECIMEN (in.): 6 x 12 6 x 12 6 x 12 6 x 12 4 AREA (sq. in.): .28.27 28.27 28.27 28.27 SPECIMEN WEIGHT (lbs.): 28 . 88 28. 75 29 . 00 28, 94 TYPE OF FRACTURE: 45 TOTAL LOAD (lbs.): 65, 500 UNIT LOAD (Psi): 2, 320 5 DATE CAST 12-17-81 12-17-81 12-17-81 12-17-81 DATE TESTED 12-24-81 1-14-82 1-14-82 1-14-82 Discribu cion: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . By: &�7 nJVL44- 500 GRANITE AVENUE EAST MILTON, MASS. 02188 DATE / / n e NO fl ATTEVTiO.N FE: To to N GENTLEMEN: WE ARE SENDING YOU X Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return_corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: It enclosures are not as noted, kindly notify us at once. LIEU EM (IF UGt3G MSSG,t]TTURL ,ac 500 GRANITE AVENUE e' EAST MILTON, MASS. 02188 DATE / JOB NO. ` ATTEI.TION ) • // \ aE: ' IIA / �r!��I(�t To LL{ r / )rs- i�/L`>/6M-4r'>',. .f � i �fr �f 7c'1 2 A a J GENTLEMEN: WE ARE SENDING YOU YAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION X411 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval A For your use ❑ Approved as noted ❑ Submit—cop ies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: ` " It enclosures are not as noted, kindly notify us at once. T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 112-17-81 LITS 5496 REPORT CONCRETE INSPECTION Date Job No. Distribution. Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Proiect: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND S STONE YARDAGE INFORMATION Class Concrete: 3000# 3/4" Cu. Yds. 31 '° e... MATERIALS m Dry Weights °m. w, Ih. n. "a. Cement j Brand Cement Fine Agar. II Source Fine Aggr. C. Agar. Source C. Aggr. C. Aggr. I Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No A B C D i; MIDRISE BUILDING FOOTINGS No. SLUMP 5", AIR TEMP. 300, CONC . TEMP . 560, No. TRUCK #37, TICKET #30185 TIME 2 : 55 No. No. 2 A B C D TOWNHOUSE CLUSTER 41 FOOTINGS No. SLUMP 2 tt CONC . TEMP. 561AIR TEMP. 300 No. TRUCK #38 TICKET 431094 TIME 4: 15 No. Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture u 100 4 Sand Coiormetric Test = 50 ?5 REMARKS: 30 'h 16 I , 8 1„ Plant_ ant —_ITY—Mini nnv • sin rn ns,r .�� /1 Ilh AT tV of �ttlezrt u �ttcllusetts r 9 ''I 1 ,,osP`��, �^!I�`ire �ilPpartnuni �iPa�ljnar3t'Alsq� �® 48ett ll eO ��QfTo / �Jamea�"j. 7drsnnan - A(,F� ' thief ttlem, 1llu. 01970 4SS 744-1235 October 19, 1981 Mr. Louis A. Percoco Rei Chestnut Place Lottero & Mason Associates, Inc. Norman St. Condos 120 Boylston Street 28-30 Norman St. Boston, Mass. 02116 Salem, Mass. Sir, With reference to your letter dated October 8, 1981, concerning the new project known as Chestnut Place, Salem, Mass. it is to be made known that the following items shall be followed for applica- tion for permits 1. Per phone conversation it should be noted that Mr. John Condon should be contacted at 745-6300 for all electrical work, as the electrical inspector for approvals. 2. It is recommended that a conference be arranged between Mr. Condon and myself at Fire Headquarters, for a preliminary look at plans. This will enable us to decide any possible needs for approvals. The plans submitted have been given to Mr. Condon as these items are within his jurisdiction. 3. Please arrange for above mentioned conference by appointment. Re ecpt�fully subVae d, a. . :; oFJI� ih(. u: ;,, iSt . : Cap . David J. G Salem Fire Marshal • cc, Mr. John Condon Mr, Richard MacIntosh (Bldg. Insp. ) file _ .•�r �� ' `'a' t �,� �� , ,� ��y�3�aA9Yt�� 72A��t�3a1" 1 GOVO� of Sa&M, tt� t�jizs�##s R F r t r s �nttr rrf �p}tettl '81 AUG —6 P3 *41 DECISION ON THE PETITION OF HARBORTOWN DEVELOPMENT CORP. REQUESTING aTYA& KE-.1)MTU PROPERTY AT NORMAN STREET AND BARTON SQUARE SALEM P': s A hearing on this Petition was held on July 29, 1981 with the following Board Members present: Douglas Hopper, Chairman, Messrs. Hacker and Feeherry and Associate Members Martineau and Lusinski. Notices of the hearing were sent to abutters and others and notices of the hearing were published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. The Petitioner has, by way of request for a variance for the property at Norman Street and Barton Squares asked this Board to modify a prior decision dated March 11, 1981 for this property. The Board of Appeals, after consideration of the evidence presentdd at the public hearing and after viewing the property hereby adopts the finding = of facts previously made in connection with our March 11, 1981 decision. On the basis of the above findings of fact, and the evidence presented at the public hearing, the Board of.Appeals unanimously grants the Petitioner's request that our prior decision be amended to state that no less than 1-1/2 parking spaces per residential units shall be maintained at this site for no more than 72 residential units. In all other respects, our prior decision remains in full force. / thouy M. Feeherr Secretary APPEAL FRO'.' THIS DECISION. IF ANY. SNAL L BE ir1ADE PIUMUANT TO S-711M 17 OF TRE MASS. ' GENERAL LA49S, CHAPiM V.I.', AND SHALL BE FILED VAT:'HIN 20 DAYS AFTE3 THE DATE OF FILING OF THIS DECIS1JH IN THE CFF!:- CF THE CITY CLERn. FL"SA!:T TO L=S. ;EN".UL L`..:5. G""."-.?-.ER E59, S:,:-1!5N 11, THE VARLAHCE OR SPECIAL P WAIT H:i:Ei", 'P.ALL !ECT TE EFF_Ci U.'Ti. A COP! PF We Drc.;S!3t!. EeA.RiN3 THE CERT- fl:ALIDi: Ci THE CIiY CL'.-EF. TH::T :) DF2!S H':.''E Et, SED AND ND AP-NAL HAS BEEN FILED. . G2 THAT. IF SO:II A: APPEAL EAS �- i FILE. T:IAT IT HAS SHt% WS"'ISSED CR DENIED IS - LitO;tD`_D 1A THE SOLTH US' R_.-.STV OF D°CDS Ai:7 INDEXED U'L..R THE_ NAME OF THE OWMER MIFF BEC CRO OR.IS RECDRDEO AL70 N01M 0.1 THE. 067MER'S CERTIFICATE OF TITLE.. _ BOARD OF APPEAL . A COPY OF THIS DECISION AND PLANS HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK BUILDINGS DEPT APR 1 18 52 AM '75 RECEIVED CITY OF SALEM,MASS. 117aumk g, Office 3 aui,pment I-) Vornan ;treat Salem, iiiaaa. 01970 April 10, 1975 S'UBJEGT s 10 Norman Street Deur air: Electrical inaDection was made by this department on April 9, 1975. The following defects we re notod: 2 flrzorescrnt,lighting fixtures were Improperly aired, A licensed •electrician will btu required to perform the necessary work, with ^n electrical pernit ,obtained from this office. Irmediate action shall be token, fni.lu.e to do. so will reoult in a disconnect of electrical sarvice. Fours truly, .Y/Cdtl.Y' W Paul H* iisttic copies: John row=rs, ?bldg. Inspector Tit. Pavid AY_3Ggin, Fire Dent, CERTIFIED MAIL �J O car `9 � � � 6PORCORAN CCONSTRUCTION CORP. r Q DSD ss. June 29 , 1982 Mr . Richard McIntosh Building Inspector City of Salem One Salem Green Salem, MA 01970 Dear Mr . McIntosh: Re : Heritage Plaza This letter is to confirm your verbal direction, which was given to our field superintendent , Mr. Jim Govatsos , on June 23 , 1982 regarding the fire rating of the town- house roofs., 'Those units which did not receive fire- treated plywood because they were more than 30 feet away from the nearest building will now be changed to receive 5/811 firecode drywall at the top floor ceiling where said ceilings are closer than 30 feet to the property line . I have enclosed a sketch that shows which areas of the townhouse ceilings will receive this 5/811 fire- code. I hope this letter and the attached sketch clearly rep- resent the intent of your direction to our field forces . We would like to thank you for your help in this matter and invite you to call anytime if you have further ques- tions. Very truly yours , A"W_ A* - Simon W. Danforth Project Manager hl cc : File No . 17 Mr . Gerald Baizen Jobsite - Jim Govatsos JOHN M. CORCORAN & CO., 500 GRANITE AVENUE, EAST MILTON, MASS. 02180 617.696.1390 I I 9 �tj WALL- TNI- 101 �1 1 TNt- 102 F T THt• 2OZ + 1 v Mrz 304 OQ fit T USE_ _ TH Z ZOq- 5�yFie�car THZ 104 M17�Z= O. 2 4 l"2 2 TD�yw a TH 2.105 HF405 ISN 1-rs) 4 l" p FL _ THZ Zd2 w/{,a..3o' cP .TNZ 102 II?ko . :- ' ti ?H2.201 TNZ 101 MR 505 `,(a-y. � .y�Nt�Y Yp°'q�,� - - _„g ao� _. MR-�3 � 1 ' 1✓f¢ zr Y; Corcoran Construction Corp. ILIEU EM 00 G� �G3LaGf1� 1rvt10�ll�G^Qd 500 GRANITE AVENUE fbJ4�.y�« OFIRT EAST MILTON; MASS. 02186 �t �} °ATE&Y a ,°a NO. 696-1390 P'AR I9 T pE. TO \JGGLO�Y) N�ccL11L(GLGI�(fL�/9/S I/ � sAENlMass. �6Llein . ma &976 GENTLEMEN: — WE ARE SENDING YOU /01 Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications I ❑ Copy of letter ❑ Change order ❑ r 1 l COPIES DATE NO. DESCRIPTION TSS 3 S 3-� 1419 uTs Ati- 3 5 i._i� 6LI-3 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO n � SIGNED: If enclosures are not as noted, kindly notify us at once. 9 Corcoran Construction Corp. LIEUTEIN 00 [F4GD3GQGr]SAPUTU 500 GRANITE AVENUE EAST MILTON, MASS. 02186 D TBoa rvo. J/ 6981890 TENTION TO P 111 LLI� rdz RE bq QIQ 1 ' rte!o 7 GENTLEMEN: WE ARE SENDING YOU KAttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications n � ❑ Copy of letter ❑ Change order ❑ a z —C G COPIES DATE tNO. DESCRIPTION r" / 6 f 1� 3-J?-f-9 t� 5 n N m 3 F T 3-16 -F9 a N 3 -17-42 U-F5 F1- 5 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: I/enclosures are not as noted, kindly notify us at once. i U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 29 REPORT CONCRETE INSPECTION . Date 3-17-82 Job No. UTS 5496 Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS – SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND & STONE YARDAGE INFORMATION Class Concrete: 1-3 GROUT Cu. Yds. ., b,..a. ..e .t Dry Weights MATERIALS =P1,i-41,.e by...e.n pl. ' Cement Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No. A B C MIDRISE BUILDING LEVEL 5 TO ROOF No. 3X3X6 SLUMP 10", AIR TEMP. 400, GROUT TEMP. 800 No. TRUCK #26 TICKET #31338 TIME 11 : 00 No No 2 A B C I MIDRISE BUILDING LEVEL 5 TO ROOF No. BLOCK II SLUMP 10", AIR TEMP. 400, GROUT TEMP. 800 No. TRUCK #26 TICKET #31338 TIME 11 : 1 No Moisture in Sand—% Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr.-% No. of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test +# 50 %,. REMARKS: # 30 'h" 16 'b LL 8 y4 1 'h., Inspector: Plant „ l T 5 OF M SACH STTS, INC . $75–,—MIN DAY t 1 HR. TRAVEL iQ(/1C�Jt-.....t-1 U T OF MASSACHUSETTS, INC. 5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 27 (J'REPORT CONCRETE INSPECTION Date 3-16—R9 Job No. UTS 5496 Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: YARDAGE INFORMATION Class Concrete: MORTAR TYPE S Cu. Yds. ��rprmm�.n p. sp brad. end I..". er Dry Weights MATERIALS supply 1., irh.d b,..nd—N.nr ..1. Cement Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. - Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No. I A B C IMIDRISE BUILDING FIFTH LEVEL FRONT RIGHT SECTION No. 2X2X2 FAIR TEMP. 430MORTAR TEMP. 430TIME 8 * 00 No. No. 2 A B C MIDRISE BUILDING FIFTH LEVEL BACK LEFT SECTION No 2X2X2 AIP TEMP 660MORTAR TEMP 500, TIME No No. No Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr.—% No, of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test # 50 %11 REMARKS: # 30 - 1/2 rs 16 �. #tB 1 , 4 1 .h„ UFit:Mi INC._ Inspectors: Plant /,Q 5.5, rtAx DAY t 1 HR.. TRAyEL U T OF MASSACHUSETTS, INC. S5 RICHARDSON UNE, SIONEHAM, MA 011110 617-438-7755 JOB NO UTS 5496 ' REPORT NO 25 Client CORCORAN CONSTRUCTION Pro'ect HERITAGE PLAZA CONDOMINIUMS — SALEM - Contractor CORCORAN CONSTRUCTION Su6iect COMPRESSION TEST OF MASONRY UNITS Date 3-18-82 COMPRESSION Mark 2838 2839 2840 Date Cast 3-11-82 3-11-82 3-11-82 Date Tested 3-18-82 4-8-82 4-8-82 Age — Days 7 28 28 Length — Inches 15. 6 Width — Inches 7 . 6 Bei ht — Inches 16. 2 Gross Area — Sq. Inches 118. Net Area — 7 70 Total Load — Lbs 160, 000 Unit Strength — Gross PSI 1, 349 Unit Strength — Net PSI 1, 930 Samples Representing Location: LEVEL 4 MIDRISE BUILDING BACK SECTION FM' REQ 'D: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY GROUTED: 700 GROUT: 1-3 GROUT MORTAR: TYPE S U T S OF MASSACHUSETTS, INC. BY: JL.A-�7-Ct.4� U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-411-7755 REPORT NO. 24 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LEVEL 4 MIDRISE BUILDING LOCATION OF CONCRETE REPRESENTED BACK SECTION Lab. No. K 357 K 358 K 359 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard 1 •t=om• Cement(lbs.) ) Fine Aggr. (lbs.) . Coarse Aggr. (lbs.) Water (gals.) _ e ADMIXTURE ozlyd ADMIXTURE ozlyd 2 AIR CONTENT (%): SLUMP (In): lOtt WET DENSITY (lbs./cu. IL): CONCRETE TEMP.: ('F) 820 _ 52° AIR TEMP.: ('F) TRUCK NO.: fi 3 4 - TICKET NO.: 031225 CONDITION OF SPECIMEN: GOOD ' SIZE OF SPECIMEN (in.): 3X3X6 3X3X6 3X3X6 q AREA (sq. in.): 9. 0 9 . 0 9. 0 SPECIMEN WEIGHT Obs.): 4. 13 4. 50 4. 25 TYPE OF FRACTURE: 04 TOTAL LOAD (lbs.): 23, 000 UNIT LOAD (psi): 2, 560 5 DATE CAST 3-11-82 3-11-82 3-11-82 DATE TESTED 3-18-82 4-8-82 4-8-82 Distribution: Remarks CORCORAN CONSTRUCTION U TO S OF MASSACHUSETTS, INC . U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 117-438-7755 UTS 5496 2 3 OB NO. REPORT NO. r CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FOURTH LEVEL MIDRISE BUILDING FRONT SECTION Lab. No. K 398 K 399 K 400 Type of Age. 7 Days 28 Days 28 Days Ftvcturc DESIGN STRENGTH MORTAR TYFE S .1 MIX WEIGHTS—per cubic yard ;� Cement Obs. 1' Fine Aggr._Obs.) Coarse Aggr. (lbs.) Water (gals.) r o ADMIXTURE ozlyd ADMIXTURE ozlyd 2 AIR CONTENT SLUMP (In): WET DENSITY (lbs./cu. fQ: CONCRETE TEMP.: ('F) 540 3 AIR TEMP.: ('F) 400 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD 49 SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 4 AREA (sq. in.): 4. 0 4. 0 4. 0 SPECIMEN WEIGHT (lbs.): .63 .63 . 63 �!• TYPE OF FRACTURE: TOTAL LOAD (lbs.): 6, 000 UNIT LOAD (psi): 1, 500 5 DATE CAST 3-10-82 3-10-82 3-10-82 DATE TESTED 3-17-82 4-7-82 4-7-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. By: �7n U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 617-436-7755 REPORT NO. 22 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTIOI' PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FOURTH LEVEL MIDRISE BUILDING BACK SECTION Tib. No. K 395 K 396 K 397 Type of Age. 7 Days 28 Days 28 -Days Fracture. DESIGN STRENGTH MORTAR TYRE S MIX WEIGHTS—per cubic yard •;e Cement(lbs.) 1 Fine Aggr. (lbs.) _ Coarse Aggr. (tbs.) Water (gats.) e ADMIXTURE oz)yd 2 ADMIXTURE ozlyd AIR CONTENT (%): �. SLUMP (Io): WET DENSITY (tbs./cu. fQ: CONCRETE TEMP.: (°F) 570 3 AIR TEMP.: (°F) 420 TRUCK NO.: _ TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 2.2X2 2.2X2 2.2X2 4. 0 4. 0 4. 0 4 AREA (sq. in.): . 63 - . 63 . 6 3 SPECIMEN WEIGHT (tbs.): � TYPE OF FRACTURE: TOTAL LOAD (tbs.): 7, 000 UNIT LOAD (Psi): 1, 750 5 DATE CAST 3-10-82 3-10-82 3-10-82 DATE TESTED 3-17-82 4-7-82 4-7-82 Distribution: Remarks CORCORAN CONSTRUCTION U T 5 OF MASSACHUSETTS, INC. By: J'L=Czo6o� U T OF MASSACHUSETTS, INC. S 5 11CHARDSON UNE, STONIHAM, MA 02180 617-411-7755 UTS 5496 JOB No REPORT NO 29 Client CORCORAN CONSTRUCTION Project HEP.ITAGE PLAZA CONDOMINIUMS - SALEM Contractor CORCORAN CONSTRUCTION Sub'ect COMPRESSION TEST OF MASONRY UNITS Date 3-24-82 COMPRESSION 2841 2842 2843 Hark Date Cast 3-17-82 3-17-82 3-17-82 Date Tested 3-24-82 4-14-82 4-14-82 Age - Days 7 28 28 15. 6 Length - Inches 7 . Width - Inches Height - Inches 16 . 1 Gross Area - Sq. Inches 118 . 6 Net Area - 7 70 Total Load - Lbs 179, 500 Unit Strength - Gross PSI 1, 513 Unit Strength - Net PSI 2, 160 Samples Representing Location: 19IDRISE BUILDING LEVEL 5 TO ROOF FM' REQ ' D: 2000 PRISM: 2 BLOCK HIGH BLOCK: MEDWAY BLOCK GROUTED: 700 GROUT: 1-3 GROUT MORTAR: TYPE S U T S /qOF MASSACHUSETTS, INC. Corcoran Construction Corp. LIEUTEM 00 GF TGDdGQ SSCii17PUYG^1 L 500 GRANITE AVENUE EAST MILTON, MASS. 02186 DATE - �� oa no. 696-1390 //O ATTENTION r'� RE: TO 6, � � w Lip r GENTLEMEN: WE ARE SENDING YOU ;W Attached ❑ Under separate cover via te folloog items: N ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Spe6lRications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 7,5 eP,067ri / J-234-9I -d w .2 1q,0 14aY� -a3 4.7 T -.)3 -fi a/ T J;'a a6 7' THESE ARE TRANSMITTED as checked below: , ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution — ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: It enclosures are not as noted, kindly notify us at once. �6 1' U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 REPORT NO. 28 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS –SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE BUILDING LEVEL 5 TO ROOF Lab. No. K 600 K 601 K 602 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard Cement Obs.) I Fine Aggr. Obs.) Coarse Aggr. (lbs.) Water (gals.) e ADMIXTURE ozlyd ADMIXTURE ozlyd 2 AIA CONTENT (%): SLUMP (Io): 1011 WET DENSITY (lbs./cu. IL): CONCRETE TEMP.: ('F) 800 3 AIR TEMP.: ('F) 400 TRUCK NO.: 426 _ TICKET NO.: 031338 CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 3X3X6 3X3X6 3X3X6 4 AREA (sq. in.): 9. 0 9. 0 9 . 0 SPECIMEN WEIGHT (lbs.): 4. 00 4. 13 4. 00 .�• TYPE OF FRACTURE: #3 TOTAL LOAD (lbs.): 23, 000 UNIT LOAD (Psi): 21560 S DATE CAST 3-17-82 3-17-82 3-17-82 DATE TESTED 3-24-82 4-14-82 4-14-82 Distribution Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS INC. By.,��f f _ ..e..w / l A i U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, 1IONEHAM, MA 02180 617-438.7755 REPORT NO. 26 - JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION _ PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR' CORCORAN CONSTRUCTION MIDRISE BUILDING FIFTH LEVEL LOCATION OF CONCRETE REPRESENTED FRONT RIGHT SECTION K 72 K 473 .roof Lab. No. Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard .1 .o. Cement (tbs.) ), Fine Aggr. (lbs.) Coarse Aggr. (tbs.) Water (gals.) J ADMIXTURE oz)yd ADMIXTURE ozlyd - 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ('F) t12o 3 AIR TEMP.: (1F) 430 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 4 AREA (sq. in.): 4. 0 4'1 0 4. o SPECIMEN WEIGHT (tbs.): . 50 . 50 . 50 TYPE OF FRACTURE: TOTAL LOAD (lbs.): 7, 500 UNIT LOAD (Psi): 1, 880 5 DATE CAST 3-16-82 3-16-82 3-16-82 DATE TESTED 3-23-82 4-13-82 4-13-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. By; 44 / w t!� U c . z T OF MASSACHUSETTS, INC. , S5 RICHARDSON LANE, 510NLHAM, MA 02180 617-111,7755 UTS 5496 ' 108 NO 21A REPORT NO Client CORCORAN CONSTRUCTION Pro'ecf HERITAGE PLAZA CONDOMINIUMS SALEM Contraclor CORCORAN CONSTRUCTION Subiect COMPRESSION TEST OF MASONRY UNITS Date 3-23-82 CO?IPRESSION Hark 2829 2830 2831 Date Cast 2-23-82 2-23-82 2-23-82 Date Tested 3-2-82 3-23-82 3-23-82 Age — Days 7 28 28 Length — Inches 15. 5 15. 6 15 . 6 Width — Inches 7 . 6 7 . 6 7 . 6 Height — Inches 16. 1 16. 3 16. 3 Gross Area — So. Inches 117 . 8 118. 6 118. 6 Net Area — % 70. 0 70 . 0 70. 0 Total Load — Lbs 187, 000 220, 000 230, 000 Unit Strength — Gross PSI 1, 587 1, 854 1, 939 Unit Strength — Net PSI 21270 2, 650 2, 770 Samples Representing Location: MIDRISE, WALLS THIRD TO FOURTH FLOOR FM' REQ 'U: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY BLOCK GROUTED: 70% GROUT: 1-3 GROUT MORTAR: TYPE S U T S OF MASSACHUSETTS, INC. BY: � + I UC. n T OF MASSACHUSETTS, INC. S5 RICHARDION LANE, STONEHAM, MA 02180 617-438.7755 A 0 REPORT NO. 2 20 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION _ PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE THIRD TO FOURTH FI 00R Lab. No. J 941 J 942 J 943 Type of Age. 7 Days 28 Days 28 Days Flecture DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard �N Cement(tbs.) I Fine Aggr. (lbs.) Coarse Aggr. (tbs.) Water (gals.) ADMIXTURE ozlyd ADMIXTURE ozlyd 2 AIR CONTENT (%): SLUMP ([n): 1011 WET DENSITY (lbs./cu. fQ: CONCRETE TEMP.: ('F) 640 AIR TEMP.: ('F) 380 3 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X6 3X3X6 3X3X6 4 AREA (sq. in.): 9. 0 9. 0 9 . 0 SPECIMEN WEIGHT (tbs.): 4. 38 4. 75 4. 63 �!• TYPE OF FRACTURE: �3 #3 04 TOTAL LOAD (tbs.): 20, 000 34, 000 35, 000 UNIT LOAD (psi): 2, 220 3, 780 3, 890 S DATE CAST 2-23-82 2-23-82 2-23-82 DATE TESTED 3-2-82 3-23-82 3-23-82 Distribution: Remarks CORCORAN CONSTRUCTION U DT �S OF MASSACHUSETTS, INC. U T OF MASSACHUSETTS, INC. —S 5 IIICHARDSON LANE, STONEHAM, MA 02110 617-438-7755 19A UTS 5496 19 os NO. REPORT NO. - J CLIENT: CORCORAN CONSTRUCTION — PROIECr: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: . CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE 01 SECOND LEVEL TO THIRD LEVEL Lab. No. J 935 J 936 J 937 Type of Age. 7 Days 28 Days 28 Days Fracture DFSIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard A Cement (lbs.) 1 Fine Aggr. (lbs.) _ Coarse Aggr. (lbs.) Water (gals.) J ADMIXTURE ozlyd 2 ADMIXTURE ozjyd AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. fQ: CONCRETE TEMP.: ('F) 480 3 AIR TEMP.: ('F) 360 TRUCK NO.: _ TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 4 AREA (sq. in.): 4. 0 4. o 4. 0 SPECIMEN WEIGHT (lbs.): . 63 . 63 . 63 ,4• TYPE OF FRACTURE TOTAL LOAD (lbs.): 7, 500 10, 500 11, 000 UNIT LOAD (psi): 1, 880 2,630 2, 750 5 DATE CAST 2-23-82 2-23-82 2-23-82 DATE TESTED 3-2-82 3-23-82 3-23-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. By* U F T OF MASSACHUSETTS, INC. 5 RICHARDSON LANE, STONIHAM, MA 02180 617-438-7755 T8A REPORT NO. 18 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE # 1 LEVEL 2 Lab. No. J 929 J 930 J 931 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard -t61 Cement (tbs.) ) Fine Aggr. abs.) Coarse Aggr. (tbs.) Water (gals.) J•e ADMIXTURE oziyd ADMIXTURE oziyd 2 AIR CONTENT (%): SLUMP ([n): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 340 3 AIR TEMP.: (°F) 340 TRUCK NO.: - TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 4 AREA (sq. in.): 4. 0 4. 0 4. o SPECIMEN WEIGHT (tbs.): . 63 . 63 .63 �!• TYPE OF FRACTURE: TOTAL LOAD (tbs.): 8, 000 13, 000 13, 500 UNIT LOAD (psi): 2, 000 3, 250 3, 380 5 DATE CAST 2-23-82 2-23-82 2-23-82 DATE TESTED 3-2-82 3-23-82 3-23-82 Distribution: Remarks CORCORAN CONSTRUCTION U T [/T^SLO F MA S S AC H U S E///A/T--Tyf{/�/$$/�—, INC. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, $TONIHAM, MA 02180 617-438-7755 A U75 5496 REPORT NO. _ JOB NO. CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE THIRD TO FOURTH LEVEL Leb, No. J 938 J 939 J 940 Type ,f Age. 7 Days 28 Days 28 Days Frochtre DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard Cement (lbs.) 1, Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) ADMIXTURE oz(yd ADMIXTURE oz/yd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. IL): CONCRETE TEMP.: ('F) 310 AIR TEMP.: ('F) 280 3 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 2X2X.2 2X2X2 2X2X2 AREA (sq. in.): 4. 0 4. 0 4. 0 4 SPECIMEN WEIGHT (lbs.): . 50 . 50 . 31 •', TYPE OF FRACTURE: TOTAL LOAD Obs.): 61000 10, 000 10, 000 UNIT LOAD (psi): 1, 500 2, 500 2, 500 5 DATE CAST 2-22-82 2-22=82 2-22-82 DATE TESTED 3-1-82 3-22-82 3-22-82- Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS L INC . By.,� -+_rte / ��t.li.( / U C r T OF MASSACHUSETTS, INC. S5 11CHARDSON LANE. 11ONEHAM, MA 02180 617-438-7755 �16A - REPORT NO. 16 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE THIRD TO FOURTH LEVEL Lab. No. J 932 J 933 J 934 Typeof Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard ., Cement (lbs.) I Fine Aggr. (lbs.) Coarse A"r. (lbs.) - J Water (gals.) ADMIXTURE ozlyd ADMIXTURE oz(yd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 380 AIR TEMP.: CF) 310 3 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 AREA (sq. in.): 4. 0 4. 0 4. 0 4 SPECIMEN WEIGHT (lbs.): . 63 . 63 . 63 �. TYPE OF FRACTURE: TOTAL LOAD (lbs.): 7, 000 10, 000 10, 000 UNIT LOAD (psi): 1, 750 2, 500 2, 500 5 DATE CAST 2-22-82 2-22-82 2-22-82 DATE TESTED 3-1-82 3-22-82 3-22-82 Distribution: Remarks CORCORAN CONSTRUCTION U �T ��//S�OF MASSACHUSETTS INC.INC. claude miquelle ass © gia $ cs i. h'c . architects twenty west emerson street, meirose mass. .02176 (617) 01",5-6 909 F 3 March 31, 1982 Capt. Goggin �q�s Salem Fire Department Salem, Massachusetts 01970 Re: Corridor Smoke Doors This letter is to confirm our conversation of March 23, 1982 at which time I called you regarding an error on the electrical drawings Sheet #E2-E3 of the Heritage Plaza condominium building now under construction bn.; Norman Street in Salem. As I said at that time,` the smoke door shown on the Electrical Drawing floor plan .had been omitted from all architectural drawings from some time as it was not required under Section 607 of the Building Code allowing 100 feet between stairways. Our corridor is 92 feet between stairways in the midrise building (see Drawing MR-1, MR-2, MR2a for floor plans of this area). . I have also at your suggestion followed up by talking to the Building Inspector, Dick MacInhosh, and reviewed this with him. He also had no problem with this. We are relocating ceiling heat detectors at a maximum spacing of 30 feet, as you requested, along corridors. Harmon J. Kiley,//Jj. ` } � 1 April 7, 1982 HJK:jrl Notes Detectors required on ceiling cc: R. Macintosh of corridors shall be approved Corcoran Const. smoke detectors, not heat Vern Norman (Elec. ) detectors as mentioned in paragraph #3. It is hereby agreed and understood that the above condition is approved as requested , subject to approval of the Svvaeem Build I//sector Capt. DavidG gg-�" Z Salem Fire Marshal �� I 1 ti 1 ' t a clause n-dquelle associates inc . architects twenty west emerson street, melrose, mass. 02176 (617) 665-6909 ®t'r oo�'a' March 31, 1982 y�F `�� 21-1 G Capt. Goggin �vJ Salem Fire Department Salem, Massachusetts 01970 Re: Corridor Smoke Doors This letter is to confirm our conversation of March 23, 1982 at which time I called you regarding an error on the electrical drawings Sheet #E2-E3 of the Heritage Plaza condominium building now under construction on Norman Street in Salem. As I said at that time, the smoke door shown on the Electrical Drawing floor pdan had been omitted from all architectural drawings from some time as it was not required under Section 607 of the Buildiing Code allowing 100 feet between stairways. Our corridor is 92 feet between stairways in the midrise building (see Drawing MR-1, MR-2, MR2a for floor plans of this area) . I have also at your suggestion followed up by talking to the Building Inspector, Dick MacInkosh, and reviewed this with him. He also had no problem with this. We are relocating ceiling heat detectors at a maximum spacing of 30 feet, as you requested, along corridors. Harmon J. Kiley,/Jif. j } HJK:jrl cc: R. MacIntosh Corcoran Const. Vern Norman (Elec. ) U T OF MASSACHUSETTS, INC. S5 NCHARDSON LANE, $TONIHAM, MA 02110 617-438-7755 13A UTS 5496 REPORT NO. 13 JOB NO. CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE ONE, LEFT ELEV. WALL Lab. No. J 685 1 686 1 687 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYP S .t1 MIX WEIGHTS—per cubic yard Cement Obs.) 1 Fine Aggr. Obs.) Coarse Aggr. (lbs.) a Water (gals.) ADNFIXTURE oz)yd 2 ADMIXTURE ozlyd AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 680 3 AIR TEMP.: (°F) 350 TRUCK NO.: _ TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 4 AREA (sq. in.): 9 . 0 9 . 0 9 . 0 SPECIMEN WEIGHT (lbs.): 2 . 13 2 . 07 2 . 13 n9� TYPE OF FRACTURE: 27, 000 29, 000 TOTAL LOAD (lbs.): 16, 000 3, 000 3, 220 UNIT LOAD (psi): 1, 780 5 2-5-82 2- 5-82 _2-5-82 DATE CAST DATE TESTED 2-12-82 3-5-82 3-5-82 Dis[ribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . U T OF MASSACHUSEM, INC. S5 RICHARDION LANE, STONIHAM, MA 02180 617-138-7755 12A UTS 5496 REPORT NO. 12 _ JOB NO. CLIENT: CORCORAN CONSTRUCTION PROIECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE ONE, RT. ELEV. WALL Lab. No. J 682 1 683 J 684 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPH S MIX WEIGHTS—per cubic yard ~ Cement(lbs.) 1, Fine Aggr. (IbsJ Coarse Aggr. (lbs.) Water (gals.) d'e ADMIXTURE ozlyd ADMIXTURE ozjyd 2 AIR CONTENT (%): SLUMP ([o): WET DENSITY (lbs./cu, fQ: CONCRETE TEMP.: ('F) 570 3 AIR TEMP.: ('F) 320 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in J: 3X3X3 3X3X3 3X3X3 1 AREA (sq. in.): 9 . 0 9 . 0 9 . 0 SPECIMEN WEIGHT (lbs.): 2 . 07 2 . 07 2 . 07 TYPE OF FRACTURE: TOTAL LOAD (lbs.): 15, 000 27, 000 27, 000 UNIT LOAD (psi): 1, 670 3, 000 3, 000 5 DATE CAST 2-5-82 2-5-82 2-5-82 DATE TESTED 2-12-82 3-5-82 3-5-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . U - T OF MASSACHUSETTS, INC. 15 5 RICHARDSON (ANE, STONIHAM, MA 02180 617-411-7755 1 REPORT NO. 11 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE SECOND FLOOR 201, 203, 205 INNER WALL Lab. No. J 651 J 652 J 653 Type of Age, 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard ., .sa. Cement (lbs.) )' _ Fine Aggr, (lbs.) Coarse Aggr. (lbs.) Water (gals.) ADMIXTURE ozlyd ADMIXTURE ozlyd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ("F) 370 3 AIR TEMP.: ('F) 480 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 AREA (sq. in.): 9._0 9 . 0 9. 0 4 SPECIMEN WEIGHT (lbs.): 2 . 19 2 . 19 2 . 19 TYPE OF FRACTURE: 22, 500 24, 000 15 000 TOTAL LOAD (lbs.): 1, 670 0 2, 500 2, 6 7 0 UNIT LOAD (Psi): 5 DATE CAST 2-4-82 2-4-82 2-4-82 DATE TESTED 2-11-82 3-4-82 3-4-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . BY:-.0 �-- --- — , U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 10A UTS 5496 REPORT NO. 10 JOB NO. CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE SECOND FLOOR 202, 204 WALLS Lab. No. J 648 - J 649 J 650 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE- S MIX WEIGHTS—per cubic yard Cement Obs.) ), Fine Aggr. (tbs.) Coarse Aggr. (tbs.) Water (gals.) e ADMIXTURE oz)yd 2 ADMIXTURE ozlyd AIR CONTENT SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (•F) 400 3 AIR TEMP.: (•F) 430 TRUCK NO.: _ TICKET NO.: ' CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 4 AREA (s9. in-): 9. 0 9. 0 9 . 0 SPECIMEN WEIGHT (tbs.): 2'• 19 2 . 19 2 . 19 .!• TYPE OF FRACTURE: TOTAL LOAD (lbs.): 17, 000 000 2S, 000 24, 500 UNIT LOAD (psi): 89 0 2, 780 2, ]20 5 DATE CAST 2-4-82 2-4-82 2-4-82 DATE TESTED 2-11-82 3-4-82 3-4-82 Dis[ribu[ion: Remarks CORCORAN CONSTRUCTION 1 U T��(S{,/ OF. _MASSACHUSETTS, INC . U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438.7755 25 3-11-82 Job No. UTS 5496 REPORT CONCRETE INSPECTION Date Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION MTr Concrete: LYNN SAND 8 STONE YARDAGE INFORMATION Class Concrete: 1-3 Cu. Yds. 10 r.r.,m.r.. .. m n,..d. ..d ro.,.•+ .r Dry Weights MATERIALS ....r, r...kk d >. ..nd.,,m..r ......•r. Cement I Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture Brand Name Water _ Source Test Cylinders LOCATION No 1 A B CLEVEL 4 MIDRISE BUILDING BACK SECTION No. 3X3X6 I SLUMP 10", AIR TEMP. 520, GROUT TEMP. 820 No. TRUCK 034, TICKET 031225 TIME 2 : 00 No. No. 2 A B C I LEVEL 4 MIDRISE BUILDING BACK SECTIO No. BLOCK SLUMP 10" AIR TEMP o CRQUI 1EMP 290 No. TRUCK #34, TICKET 031225, TIME 2 : 00 No Moisture in Sand—% Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr.—% No. of Determinations # 8 Weights Adjusted to Compensate Tor Moisture # 100 # 4 Sand Colormetric Test :L' 50 %11 REMARKS: = 30 'h., # 16 8 1" s y 4 1 'h" U T S OF MA SACH S TS, INC .. Inspectors Plant DD —/—�/ yc.) /l//J/ U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02160 617-436-7755 UTS 5496 24 REPORT CONCRETE INSPECTION Date 3-10-82 Job No. Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: YARDAGE INFORMATION Class Concrete: MORTAR TYPE S Cu. Yds. Inl.rmpl.n a, r. b,0'd, andpf Dry Weights MATERIALS ,apply ru, ;h.d by...d.n m..r >..o� .. Cement Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggt. Source C. Aggr. Admixture Brand Name Admixture Brand Nome Water Source Test Cylinders LOCATION No 1 A B C I LEVEL 4 MIDRISE BUILDING FRONT SECTION No. 2X2X2 IAIR TEMP. 400, MORTAR TEMP. 540TIME 10 : No. No 2 A B C LEVEL 4 MIDRISE BUILDING BACK SECTION N0 2X2X2 H AIR TEMP 420MORTAR TEMP 57° TIME 1 : 00 No. No. No. Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr.—% No. of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test -u- 50 s/Br REMARKS: # 30 h„ # 16 3/.„ 8 1., r # 4 U T S OF MA ACHMA S, INC .. Inspectors: Plant_ S_ S _ MTN fl[1Y .t- 1HQ. TA DVFI /1 A. __ . . .li U T OF MASSACHUSETTS, INC. S 5 RICHARDSON LANE, STONIHAM, MA 02110 617-138-7755 UTS 5496 JOB rJ0 REPORT NO 1 5 A Client CORCORAN CONSTRUCTION Proect HERITAGE PLAZA CONDOMINIUMS - SALEM Contractor CORCORAN CONSTRUCTION Su6'ect COMPRESSION TEST OF MASONRY UNITS Date 3-5-82 COMPRESSION Mark 2817 2818 2819 Date Cast 2- - 2 -5- Date Tested 2-12-82 I3-5-82 3-5-82 Age - Days 7 28 28 Length - Inches 15 . 6 15. 6 15. 6 Width - Inches 17 . 6 7 . 6 7 . 6 Height - Inches 15 . 9 15 . 8 15. 7 Gross Area - So. Inches 118 . 6 118 . 6 118 . 6 Net Area - 7 70 . 0 I 70. 0 70. 0 Total Load - Lbs 1196, 000 229, 000 1 239, 000 Unit Strength.- Gross PSI 1, 650 11, 930 I 21015 2, 760 2, 880 Unit Stren th - Net PSI 2, 360 Samples Representing Location: MIDRISE SECOND FLOOR APT. WALLS 202, 204 F 'M REQ 'D: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY GROUTED: 70% GROUT : 1-3 GROUT MORTAR: TYPS S U T Sp OF MASSACHUSETTS, INC. BY: ,/J U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-411,7755 14A UTS 5496 REPORT NO. 14 JOB NO. CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS -SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE SECOND FLOOR APARTMANT WALLS 202, 204 Lab. No. J 742 - J 743 J 744 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard �e Cement(lbs.) 1 Fine Aggr, (lbs.) Coarse Aggr. (lbs.) Water (gals.) r e ADMIXTURE ozlyd 2 ADMIXTURE oz/yd AIR CONTENT (%): 4 . 9% SLUMP (In): 711 WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 820 AIR TEMP.: ('F) 340 3 TRUCK NO.: #9 TICKET NO.: #30845 CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X6 3X3X6 3X3X6 AREA (sq. in.): 9 . 0 9 . 0 9 . 0 4 SPECIMEN WEIGHT (lbs.): 4. 38 4, 25 4 . 19 4, TYPE OF FRACTURE: 43 03 #5 TOTAL LOAD (lbs.): 19, 000 34, 000 36, 000 UNIT LOAD (psi): 2, 110 3, 780 4, 000 5 DATE CAST 2-5-82 2-5-82 2-5-82 DATE TESTED 2-12-82 3-5-82 3-5-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . Corcoran Construction Corp. 4G°dlaGilSIO DUT31L 500 GRANITE AVENUE EAST MILTON. MASS. 02188 DATE _ J �n oa No. / 696.1390 0� ATTENTION ld ajW RE: Q'l TO �) GENTLEMEN: WE ARE SENDING YOU Alf Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 3 - r J 3 ,2 5 3 a - rd rS A , $` THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval IV For your use ❑ Approved as noted ❑ Submit copies for distribution - ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED:�� If enclosures aro not as noted, kindly notify us at once. U T OF MASSACHUSETTS, INC. S5 RICHARDSON UNE, STONEHAM, MA 02180 617-111,7755 JOB No UTS 5496 21 REPORT NO Client CORCORAN CONSTRUCTION Pro'ect HERITAGE PLAZA CONDOMINIUMS - SALEM Contractor CORCORAN CONSTRUCTION Subect COMPRESSION TEST OF MASONRY UNITS Date 3-2-82 COMPRESSION Hark 2829 2830 2831 Date Cast 2-23-82 2-23-82 2-23-82 Date Tested 3-2-82 3-23-82 3-23-82 Age - Days 7 28 28 Length - Inches 15. 5 Width - Inches 7 . 6 Height - Inches 16. 1 Gross Area - So. Inches 117 . 8 Net Area - 70. 0 Total Load - Lbs 187,-000 Unit Strength - Gross PSI 1, 587 2270 Unit Strength - Net PSI , Samples Representing Location: MIDRISE, WALLS THIRD TO FOURTH FLOOR FM' REQ' D: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY BLOCK GROUTED: 700 GROUT: 1-3 GROUT MORTAR: TYPE S U T S OF MASSACHUSETTS, INC. BY: U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 REPORT NO. 20 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION _ PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE THIRD TO FOURTH F100R Lab. No. J 941 J 942 J 943 Type of Age. 7 Days 28 Days 28 Days Fractufe DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard '•, Cement (tbs.) 1, Fine Aggr. (tbs.) Coarse Aggr. (tbs.) Water (gals.) J � ADMIXTURE ozlyd ADMIXTURE oz)yd 2 AIR CONTENT (%): SLUMP 10j1 WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ('F) 640 AIR TEMP.: ('F) 380 3 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 49 3X3X6 3X3X6 3X3X6 4 AREA (sq. in.): 9. 0 9 . 0 9 . 0 SPECIMEN WEIGHT (tbs.): 4. 38 4. 75 4. 63 TYPE OF FRACTURE: #3 TOTAL LOAD (tbs.): 20., 000 UNIT LOAD (psi): 2, 220 5 DATE CAST 2-23-82 2-23-82 2-23-82 DATE TESTED 3-2-82 3-23-82 3-23-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-138-7755 REPORT NO. 19 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE 41 SECOND LEVEL TO THIRD LEVEL lab. No. . 935 - J 936 J 937 Type or Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard .1 Cement (lbs.) I Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals. ADMIXTURE ozlyd ADMIXTURE oz(yd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 480 3 AIR TEMP.: ('F) 360 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 4 AREA (sq. in.): 4. 0 4. o 4. o SPECIMEN WEIGHT (lbs.: . 63 . 6 3 . 63 TYPE OF FRACTURE: TOTAL LOAD (lbs.): 7, 5 0 0 UNIT LOAD (Psi): 1, 880 5 DATE CAST 2-23-82 2-23-82 2-23-82 DATE TESTED 3-2-82 3-23-82 3-23-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. BYE U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 REPORT NO. 18 _ JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE 01 LEVEL 2 Lab. No. J 929 J 930 J 931 Type of Age, 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard •;`~ Cement (lbs. ) Fine Aggr- (lbs.) Coarse Aggr. (tbs.) Water (gals.) e ADMIXTURE ozlyd ADMIXTURE ozlyd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 340 3 AIR TEMP.: (°F) 340 TRUCK NO.: TICKET NO.: - - CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 4 AREA (sq. in.): 4. 0 4. o 4. 0 SPECIMEN WEIGHT (lbs.): . 63 . 63 . 63 •4. TYPE OF FRACTURE: TOTAL LOAD (lbs.): 8, 000 UNIT LOAD (psi): 2, 000 5 DATE CAST 2-23-82 2-23-82 2-23-82 DATE TESTED 3-2-82 3-23-82 3-23-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETT , INC. BY:�JL�nn=!�j;ttU,_ U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02110 617-438-7755 REPORT NO. 17 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE THIRD TO FOURTH LEVEL Lab. No. J 938 - J 939 J 940 Typeof Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard Cement(lbs.) 1 Fine Aggr. (lbs.) _ Coarse Aggr. (lbs.) _ Water (gals.) • ADMIXTURE oz)yd ADMIXTURE oz(yd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. It): CONCRETE TEMP.: (°F) 310 AIR TEMP.: ('F) 280 3 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 AREA (sq. in.): 4. 0 4. 0 4. 0 4 SPECIMEN WEIGHT (lbs.): . 50 . 50 . 31 1. • TYPE OF FRACTURE: TOTAL LOAD (lbs.): 6� 0 0 0 UNIT LOAD (psi): 1, 500 5 DATE,CAST 2-22-82 2-22-82 2-22-82 DATE TESTED 3-1-82 3-22-82 3-22-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS INC . U T OF MASSACHUSETTS, INC. SS RICHARDSON LANE, STONEHAM, MA 02110 617-438-7755 REPORT NO. 16 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION - PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE THIRD TO FOURTH LEVEL Lab. No. J-932 J 933 J 934 TypeOf Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard , Cement (tbs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (tbs.) Water (gals.) J•e ADMIXTURE ozlyd ADMIXTURE oz/yd 2 AIRCONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (•F) 380 AIR TEMP.: (•F) 310 3 TRUCK NO.: TICKET NO.: CONOMON OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 2X2X2 2X2X2 2X2X2 49 AREA (sq. in.): 4. 0 4. 0 4. 0 4 SPECIMEN WEIGHT (tbs.): • 63 .63 . 63 ��• TYPE OF FRACTURE: TOTAL LOAD (lbs.): 7, 000 UNIT LOAD (psi): 1, 750 5 DATE CAST 2-22-82 2-22-82 2-22-82 DATE TESTED 3-1-82 3-22-82 3-22-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS INC. By. Corcoran Constn,ction Corp. dIE44EQ 01F 'T0USETTYU 500 GRANITE AVENUE EAS1T MILTON, MASS. 02186 DATE I _ G� JOB No 696-1390 0 ATTENTION TO LLI�IYI I 0 �/44 RE lfly\tnwr GENTLEMEN: n +�. WE ARE SENDING YOU �Iilf Attached ❑ Under separate cover via t+he foing items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Qebifickyns eC ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION - /- Q S ^ - , flo _711- is THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED:------1��LA1�L�L If enclosures are not as noted, kindly notify us at once. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 REPORTNO. 10 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE SECOND FLOOR 202, 204 WALLS Lab. Na J 648—- J 649 J 650 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYP S MIX WEIGHTS—per cubic yard Cement(Ibs.) 1, Fine Aggr. abs.) Coarse Aggr. (lbs.) Water (gals.) ADMIXTURE ozlyd 2 ADMIXTURE oz/yd AIR CONTENT (%): SLUMP ([o): WEr DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ('F) 400 3 AIR TEMP.: (°F) 430 TRUCK NO.: -_ TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 4 AREA (sq. in.): 9 . 0 9. 0 9 . 0 SPECIMEN WEIGHT Obs.): 2 19 2 . 19 2 . 19 e TYPE OF FRACTURE: TOTAL LOAD Obs.): 17, 000 UNIT LOAD (Psi): 1, 890 5 DATE CAST 2-4-82 2-4-82 2-4-82 DATE TESTED 2-11-82 3-4-82 3-4-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . By. / _ U T OF MASSACHUSETTS, INC. S5 RICHAIDSON LANE, STONEHAM, MA 02180 617-438-7755 11 UTS 5496 JOB NO. REPORT NO. � J CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE SECOND FLOOR 201, 203, 205 INNER WALL Lab. No. J 651 1 652 J 653 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard 46 Cement (lbs.) I _ Fine Aggr. abs.) Coarse Aggr. (lbs.) Water (gals.)' ADMIXTURE ozlyd 2 ADNfIXTURE ozlyd AIR CONTENT SLUMP (in): ' WET DENSITY (lbs./cu. fQ: CONCRETE TEMP.: ('F) 370 3 AIR TEMP.: CF) 480 TRUCK NO.: -_ TICKET NO.: CONDITION OF SPECIMEN: GOOD ' SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 AREA (s9• in.): 9. 0 9 . 0 9 . 0 4 SPECIMEN WEIGHT (lbs.): 2 . 19 2 . 19 2 . 19 TYPE OF FRACTURE: 15, 000 TOTAL LOAD (lbs.): 1, 670 UNIT LOAD (psi): 5 DATE CAST 2-4-82 2-4-82 2-4-82 DATE TESTED 2-11-82 3-4-82 3-4-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. By: � U 1 TOF MASSACHUSETTS, INC. S5 RICHARDSON LANE, SIONEHAM, MA 07110 617-438-7755 12 2-5-82 Job No. UTS 5496 ` REPORT CONCRETE INSPECTION Date Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: YARDAGE INFORMATION Class Concrete: MORTAR TYPE S Cu. Yds. �' im.me ., m b-11 —1 Dry Weights MATERIALS .. •r .poly rufn„h• by .i=• +• Cement II Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No. 1 A B C TOWNHOUSE ONE, RT. ELEV. WALL No. 3X3X3 I AIR TEMP. 320MORTAR TEMP. 570 , TIME 10 - 00 No. No 2 A B C TOWNHOUSE ONE, LEFT ELEV WALL No 3X3X3 AIR TEMP 35° MORTAR TEMP 680TIME 9 . 30 No. No. O No Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. # 8 No. of Determinations Weights Adjusted to Compensate for Moisture # 100 "- # 4 Sand Colormetric Test x 50 3e„ REMARKS: T 30 1/2" T16 341, B 1„ 4 11/21, T S OFACH SE TS, INC. Inspectors Plant � l/ 1 .I _M _ MAX r)AV .i 1 WD DAXrrr •_.��✓ /t U TOF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02160 617-438-7755 13 2-5-82UTS 5496 REPORT CONCRETE INSPECTION Date Job No. Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND & STONE YARDAGE INFORMATION Class Concrete: 1-3 GROUT Cu. Yds. 10 m II iM•rmo a. E...d. ane Dry Weights MATERIALS eu.m el .••m, f.�nh. n.•..mn dn.f o.....•d. Cement II Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No. 1 A B C IMIDRISE SECOND FLOOR APT. WALLS 202, 204 No. 3X3X6 F AIR CONT. 4. 9%, SLUMP 7" AIR TEMP. 340 , . GROUT No 82°1 TRUCK #9, TICKET #30845, TIME 12 : 30 No. �I No. 2 A B C MIDRISE SECOND FLOOR APT. WALLS 202 204 No. BLOCK I AIR CONT. 4 . 90t, SLUMP 711 . AIR TEMP. 340 (;Rf)IJT TEMP No II 82°, TRUCK #9, TICKET 030845 TIME 12 . 0 No. Moisture in Sand—% Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr.-% No. of Determinations # 6 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test # 50 REMARKS: r 30 16 s/.„ 6 1„ y 4 1 'h ';1 0/ M SAC TTS, INC. Inspectors. Dlanl J .M. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02110 617-431-7755 UTS 5496 - JOB NO REPORT NO 9 Client CORCORAN CONSTRUCTION Pro'ect HERITAGE PLAZA CONDOMINIUMS - SALEM Contractor CORCORAN CONSTRUCTION SU6iect COMPRESSION TEST OF MASONRY UNITS Date 2-4-82 COMPRESSION Mark 2814 28.15 2816 Date Cast 1-28-82 1-28-82 1-28-82 Date Tested 2-4-82 2-25-82 2-25-82 Ae - Da s 7 28 28 ' -- - Length - Inches 15 . 6 Width - Inches 7 . 6 Height - Inches 16 . 2 Gross Area - Sq. Inches 118. 6 Net Area - % 70. 0 Total Load - Lbs 181, 000 Unit Strength - Gross PSI 1, 526 Unit Strength - Net PSI 2, 180 Samples Representing Location: MAIN . BUILDING FIRST FLOOR FIM REQ' D.: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY BLOCK GROUTED: 70% GROUT: 1-3 GROUT MORTAR: TYPE S U T S OF MASSACHUSETTS, INC. BY: ��'-/ Cj Corcoran Construction Corp. 500 GRANITE AVENUE � � EAST MILTON. MASS. 02188 once oe 696-1390 2Y / wrr�ryrio„ r � RE: TO �*19,ljom GENTLEMEN: WE ARE SENDING YOU ,(gyp Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION U TS(14 TS3 I I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution — /❑- As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO � SIGNED: If enclosures are not as noted, kindly notify us at once. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 117-438-7755 REPORT NO. 12 _ JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE ONE, RT . ELEV. WALL Lab. No. J 682 J 683 J 684 Type of Age, 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYP = S MIX WEIGHTS—per cubic yard Cement (tbs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (tbs.) - r Water (gals.) ADMIXTURE ozjyd ADMIXTURE ozlyd 2 AIR CONTENT (%): SLUMP (Io): WET DENSITY (lbs./cu. ft): CONCRETE TEMP.: ('F) 570 3 .AIR TEMP.: ('F) 320 TRUCK NO.: - TICKET NO.: CONDMON OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 q AREA (sq. in.): 9 . 0 9 . 0 9 . 0 SPECIMEN WEIGHT (tbs.): 2 . 07 2 . 07 2 . 07 0!` TYPE OF FRACTURE: TOTAL LOAD (tbs.), 15, 000 UNIT LOAD (Psi): 1, 670 5 DATE CAST 2-5-82 2-5-82 2-5-82 DATE TESTED 2-12-82 3-5-82 3-5-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . U T OF MASSACHUSETTS/ INC. S5 RICHARDION LANE, STONEHAM, MA 02180 617-438-7755 REPORT NO. 13 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTIOU — PROJECT: HERITAGE PLAZA CONDOMINIUMS -SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE ONE, LEFT ELEV. WALL Lab. No. J 685 J 686 J 687 Tree of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard ,;�� • Cement Obs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) ADhfIXTURE ozjyd ADMIXTURE ozlyd 2 AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP: ('F) 680 3 AIR TEMP.: (°F) 350 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 4 AREA (sq. in.): 9 . 0 9 . 0 9 . 0 SPECIMEN WEIGHT (lbs.): 2 . 13 2 . 07 2 . 13 TYPE OF FRACTURE: TOTAL LOAD (lbs.): 16, 000 UNIT LOAD (Psi): 1, 780 5 2-5-82 2-5- 2 2-5-82 DATE CAST DATE TESTED 2-12-82 3-5-82 3-5-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. By: -- -----� - --- - - - --- U T OF MASSACHUSETTS/ INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 617-411-7755 REPORT NO. 14 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION _ PROTECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MIDRISE SECOND FLOOR APARTMANT WALLS 202, 204 Lab, No, J 742 - J 743 J 744 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH - 1-3 GROUT MIX WEIGHTS—per cubic yard Cement (lbs.) ), Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) ADNfIXTURE oz/yd ADDTIXTURE oz(yd Z.( AIR CONTENT (%): 4. 9% SLUMP (In): 7(( [S` •.il/y,1'1 WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ('F) 820 AIR TEMP.: ('F) 340 3 TRUCK NO.: 49 TICKET NO.: #30845 CONDITION OF SPECIMEN: GOOD 49 SIZE OF SPECIMEN (in.): 3X3X6 3X3X6 3X3X6 ARES (sq. in.): 9 . 0 9 . 0 9 . 0 4 SPECIMEN WEIGHT (lbs.): 4 . 38 4. 25 4 . 19 TYPE OF FRACTURE: 03 TOTAL LOAD (lbs.): 19, 000 UNIT LOAD (Psi): 2, 110 5 DATE CAST 2-5-82 2-5-82 2-5-82 DATE TESTED 2-12-82 3-5-82 3-5-82 Dis(ribucion: Remarks CORCORAN CONSTRUCTION U TOSS OFMASSACHUSETTS, INC . U T OF MASSACHUSETTS, INC. S 5 RICHARDSON UNE, STONIHAM, MA 02180 617-411-7755 UTS 5496 ' 108 NO REPORT NO 15 Client CORCORAN CONSTRUCTION Pro'ect HEP,ITAGEPLAZA CONDOMINIUMS - SALEM Contractor CORCORAN CONSTRUCTION Su6iect COMPRESSION TEST OF MASONRY UNITS Date 2-12-82 COMP RES S I ON Mark 2817 12818 I 2819 Date Cast 2-5-82 2 5-82 12 5-R2 Date Tested 12-12-82 I3-5-82 13-5-82 A¢e - Days 7 128 28 Length - Inches 15 . 6 Width - Inches 17 . 6 Height - Inches 115 ' 9 Gross Area - So. Inches 118 . 6 Net Area - Y 70 . 0 Total Load - Lbs 196, 000 Unit Strength - Gross PSI 1, 650 Unit Strength - Net PSI ( 2, 360 Samples Representing Location: MIDRISE SECOND FLOOR APT . WALLS 202, 204 F 'M REQ ' D: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY GROUTED: 70% GROUT: 1-3 GROUT MORTAR: TYPS S U T S OF MASSACHUSETTS, INC. BY: / Corcoran Construction Corp. 500 GRANITE AVENUE EAST MILTON, MASS. 02188 o.rE ,oa NO 696-1390 TO /'L�!1 e/�f�?� RE CITY OF _ / �oi/JLy/7/9 GENTLEMEN: WE ARE SENDING .YOU C�1Attached El Under separate cover via the following items: a El Shop drawings 6 Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE ^r NOO4 DESCRIPTION / _/7 J/ /! 4.2 T If -� spa f N rn 42 Y r a N Gfl THESE ARE TRANSMITTED as checked below: El For approval ❑ Approved as submitted ❑ Resubmit copies for approval 6 For your use El Approved as noted EJSubmit copies for distribution. ❑ As requested ❑ Returned for corrections ❑ Return corrected. prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. U . . t T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 UTS 5496 5 REPORT CONCRETE INSPECTION Date 1-7-82 Job No. Distribution. Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND & STONE YARDAGE INFORMATION Class Concrete: MORTAR TYPE S Cu. Yds. !.I., T,- n m b—& eld e+ Dry Weights II MATERIALS eol♦iv^I,Aed br P ..i. Cement j Brand Cement Fine Aaar. Source Fine Aggr. C Agar. Source C. Aggr. C. Agor. Source C. Aggr. Admixture Brand Nome Admixture Brand Name Water Source Test Cylinders LOCATION No 1 A B C ! FIRST FLOOR CORRIDOR WALL No. 3X3X3 ! AIR TEMP. 400MORTAR TEMP. 440TIME No. No. 2 A B C NORTH CORNER FIRST FLOOR WALL No. 3X3X3 AIR TEMP. 380, MORTAR TEMP. 480TIME 2 ; 30 No. No. No Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate lot Moisture $# 100 # 4 Sand Colormelric Test r 50 REMARKS: # 30 th.. # 16 B 1., 4 p U T S OF MASSACHU ETTS, INC. Inspectors: Plant / D,K.MIN DAY + 1 HR. TRAVEL Field ' - /J/ r U f T OF MASSACHUSETTS/ INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 REPORT NO. 6 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED NORTH CORNER FIRST FLOOR WALL Lab. No. J 354 J 355 J 356 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYP S MIX WEIGHTS—per cubic yard A Cement (lbs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (lbs.) u Water (gals.) ADMIXTURE ozlyd 2 ADMIXTURE oz/yd AIR CONTENT I%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ('F) 480 3 AIR TEMP.: ('F) 380 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD 49 SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 4 AREA (s9. in.): 9 . 0 9 . 0 9 . 0 SPECIMEN WEIGHT (lbs.): 2. 00 2 . 07 2 . 00 ��• TYPE OF FRACTURE: TOTAL LOAD (lbs.): 16, 000 UNIT LOAD (Psi): 1, 780 5 DATE CAST 1-7-82 1-7-82 1-7-82 DATE TESTED 1-14-82 2-4-82 2-4-82 Discribucion: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS -INC . Ry: U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 617-438-7755 REPORT NO. 5 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FIRST FLOOR CORRIDOR WALLS Lub. No. J 3 51 J 352 J 353 Typeof Age. 7 Days 28 Days 28 Days - blaeture DFSIGN STRENGTH MORTAR TYPE S MIX WEIGHTS—per cubic yard •" Cement(lbs.) )' Fine Aggr. Obs.) Coarse Aggr. (lbs.) Water (gals.) ADMIXTURE oz(yd 2 ADMIXTURE oz/yd AIR CONTENT (%): SLUMP ([n): WET DENSTIY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 440 3 AIR TEMP.: (°F) 400 TRUCK NO.: -_ TICKET NO.: CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3:3 AREA (sq. in.): 9. 0 9. 0 9 . 0 4 SPECIMEN WEIGHT Obs.): 2 . 00 2 . 00 2 . 00 TYPE OF FRACTURE: TOTAL LOAD (lbs.): 15, 000 UNIT LOAD (psi): 1, 670 5 DATE CAST 1-7-82 1-7-82 1-7-82 DATE TESTED 1-14-82 2-4-82 2-4-82 Distribution: Remarks CORCORAN CONSTRUCTION U }I'1T S OF ,MASSACHUSETT , INC . 12) U ; � T OF MASSACHUSETTS, INC. 5 RICHARDSON LANE, 11ONE8AM, MA 02,10 617-438-7755 S2 A REPORT NO. 2 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION — PROTECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE CLUSTER #1 FOOTINGS [ab. No. H 927 H 928 H 929 Type of Age. 7 Days 28 Days 28 Days , , *racture , I DESIGN STRENGTH 30000 MIX WEIGHTS—per cubic yard Cement(tbs.) •1, Fine Aggr. (tbs.) _ Coarse Aggr. l,bs.) J•e Water(gals. ADIMIXTURE ozjyd 2 ADMIXTURE ozlyd AIR CONTENT (%): WET DENSITY (lbs./cu. ft.: CONCRETE TEMP.: ('F) 560 3 AIR TEMP.: (*F) 300 TRUCK NO.: #3 8 TICKET NO.: #30194 CONDITION OF SPECIMEN: GOOD GOOD GOOD 49 SIZE OF SPECIMEN (in.): 6 .x 12 6 x 12 6 x 12 4 AREA (sq. in.): 28.27 28.27 25.27 SPECIMEN WEIGHT (tbs.): 29. 00 2 9. 13 29. 00 •�•�. TYPE OF FRACTURE: 44 45 44 TOTAL LOAD (tbs.): 72, 000 123, 000 1221000 WrTCOAD (psi): 2, 550 4, 350 4, 320 5 DATE CAST 12-17-81 12-17-81 12-17-81 DATE TESTED 12-24-81 1-14-82 1-14-82 Distribution: Remarks CORCORAN CONSTRUCTION U T 5 OF MASSACHUSETTS, INC . BY: - - - --- U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-411,7755 6 REPORT CONCRETE INSPECTION Date 1-8-82 Job No. UTS 5496 Distri6utiom. Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND 6 STONE YARDAGE INFORMATION Class Concrete: Cu. Yds. pl,I _ 1° °nd MATERIALS .•vvir Dry Weights ..^ d— t.n�a er.•^e°..viom ° Cement Brand Cement Fine Aoo:. Source Fine Aggr. C. Agar. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION ` No. ; TRANSPORTATION OF MORTAk CUBES CAST ON 1-7-82 No. ATO THE LAB FOR TESTING. No. No. No No. No. No. Moisture in Sand-% Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 '. 4 Sand Colormeiric Test # 50 fir. REMARKS: # 30 16 sA.. 4 1 1h.. U T S OF MASSACHUSETTS, INC. Inspectors: Plant Q �� n U � -T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 l6 REPORT NO. 1A JOB NO. UTS 549 CLIENT: CORCORAN CON5TRUCTION — PROIE,CC: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION MIDRISE BUILDING FOOTINGS LOCATION OF CONCRETE REPRESENTED Lab. No, H 923 H 924 H 925 H 926 Type of AQe 7 Days 28 Days 28 Days 28 Days Fracture DESIGN STRENGTH 3t()00# 3/4" MIX WEIGHTS—per cubic yard Cement (Ibs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (Ibs.) e Water (gals.) ADMIXTURE oz)yd 2 ADMIXTURE ozjyd AIR CONTENT (%): SLUMP (In):): 51 WET DENSITY (lbs./cu. ft.): 0 CONCRETE TEMP.: (°F) 5 30° 3 AIR TEMP.: (°F) #37 TRUCK NO.: #3 0 1 8 5 TICKET NO.: GOOD CONDMON OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 6 x 12 6 x 12 6 x 12 6 x 12 4 AREA (s9. in.): 28.27 28.27 28.27 28.27 SPECIMEN WEIGHT (lbs.): 28 . 88 28 . 75 29 . 00 28. 94 �4• TYPE OF FRACTURE: 05 #5 03 #4 TOTAL LOAD Ms.): 65, 500 108, 500 105, 000 104, 500 UNIT LOAD (psi): 2, 320 3, 840 3, 710 3, 700 5 DATE CAST 12-17-81 12-17-81 12-17-81 12-17-81 DATE TESTED 12-24-81 1-14-82 1-14-82 1-14-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC . By: & AAs Corcoran Construction Corp. t]Uuvz�[L 500 GRANITE AVENUE !ArIc EAST MILTON, MASS. 02186 oarfj ANO. b 696-1390 ATTENTION LEE TO 7 ro 6/ GENTLEMEN: WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION i a5 - a a / a as-lfa l -'2 00, a a3 6t .3 THESE ARE TRANSMITTED as checked below: ❑ For approval -❑ Approved as submitted ❑ Resubmit copies for approval A For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: It enclosures are not as noted, kindly notify us at once. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 20 REPORT CONCRETE INSPECTION Date 2-23-82 Job No. UTS 5496 Distribution: - Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION MY'r Concrete: YARDAGE INFORMATION Class Concrete: MORTAR TYPE S Cu. Yds. �nm.... . a. m b—d. ..d .t Dry Weights I MATERIALS a, -i h.4 n. ...d..,.,.nl .-.l..!. Cement Brand Cement Fine Agar. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Agot. Source C. Aggr. Admixture I Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No. 1 A B C TOWNHOUSE # 1 LEVEL 2 No. 2X2X2 AIR TEMP. 340, MORTAR TEMP . 340 , TIME 10 : 00 AM No. No. 2 A B C TOWNHOUSE 41, LEVEL 2 No. 2X2X2 AIR TEMP . 360, MORTAR TEMP . 480TIME 1 : 00 PM No. No. No. Moisture in Sond % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test # 50 %11 REMARKS: # 30 th" # 16- A 64 U T S OF CHU ETTS, INC. Inspectors: Plant--pl--p---MAX DAY + 1HR. TRAVEL ��v U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 21 REPORT CONCRETE INSPECTION Date 2-23-82 Job No uT5 5496 Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: YARDAGE INFORMATION Coss Concrete: 1-3 GROUT Cu. Yds. Dry Weights II MATERIALS ooi. :.x.e er Cement Brand Cement Fine Agar. Source Fine Aggr. C. Aggr. Source C Aggr. C Aggr Source C. Aggr. Admixture Brand Nome Admixture Brand Name Water Source Test Cylinders LOCATION No. 1 A B C MIDRISE, WALLS THIRD TQ FOURTH FLOOR No. 3X3X6 SLUMP 10" AIR TEMP . 380GROUT TEMP 4° TRUCK fiL No. TICKET #30989 TIME 12 : 00 PM No. 1 A B C MIDRISE WALLS THIRD TO FOURTH FIC)OR No. BLOCK PRISMS SLUMP 10" AIR TEMP . 8° G ° No. TICKET #30989 TIME 12 : 00 PM No. No. Moisture in Sand_% Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test $ 50 3S REMARKS: - ' 30 112 # 16 34 y 8 1.r 4 I �J T S A ACH S TTS, INC. Inspedon: Plant— M. D. lant M. D. Yi'�/ 'iriGe(Ass/ U C. T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 7A UTS 5496 REPORT NO. 7 _ JOB NO. CLIENT: CORCORAN CONSTRUCTION PROJECT. HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION TOWNHOUSE TWO, FOUNDATION POUR LOCATION OF CONCRETE REPRESENTED Lab. No. J 533 J 534 J 535 J 536 Type of Age. 7 Days 28 Days 28 Days 28 DAYS Fracture DESIGN STRENGTH 3000# 3/4" MIX WEIGHTS—per cubic yard ., je. Cement (lbs.) 1, Fine Aggr. abs.) Coarse Aggr. (lbs.) - - Water (gals.) J e ADMIXTURE ozlyd ADMIXTURE ozjyd 2 AIR CONTENT (%): 1/ SLUMP (Io): 4 4 1/4tt WET DENSITY (lbs./cu. Jt.): CONCRETE TEMP.: ('F) 500 3 AIR TEMP.: ("F) 330 TRUCK NO.: #9 TICKET NO.: #30762 CONDITION OF SPECIMEN: GOOD GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 6X12. ._ 6X12 6X12 6X12 4 AREA (sq. in.): 28 . 27 28, 27 28 . 27 28 . 27 SPECIMEN WEIGHT (lbs.): 28. 50 28. 56 28 . 75 28 . 56 TYPE OF FRACTURE: 04 #4 #4 #3 TOTAL LOAD (lbs.): 64'. 000 95, 000 102t000 97, 000 UNIT LOAD (psi): 2, 260 3, 360 3, 610 3, 430 5 DATE CAST 1-28-82 1-28-82 1-28-82 1-28-82 DATE TESTED 2-4=82 2-25-82 2-25-82 2-25-82 Distribution: Remarks - CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS INC. By. U (. T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, ITONEHAM, MA 02180 617-138.7755 8A UTS 5496 REPORT NO. 8 JOB NO. CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED MAIN BUILDING FIRST FLOOR Lab. No. J 556 J 557 J 558 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard Cement(lbs.) 1, Fine Aggr. (lbs.) Coarse Aggr. (lbs.) - Waler(gaLs.) ADMIXTURE ozlyd ADMIXTURE ozly2 d AIB CONTENT (%): 4. 7% 1/2"SLUMP (In): 6 1/2" WET DENSITY (lbs./cu. fL): CONCRETE TEMP.: ('F) 680 3 AIR TEMP.: (°F) 300 TRUCK NO.: #32 _ TICKET NO.: #30755 CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X6_ 3X3X6 3X3X6 AREA (sq. in.): 9. 0 9. 0 9 . 0 4 SPECIMEN WEIGHT (lbs.): #. 38 3 4. 31 4.31 TYPE OF FRACTURE: 26, 900 36, 000 37, 000 TOTAL LOAD (lbs.): 2, 890 4, 000 4, 110 UNIT LOAD (psi): 5 DATE CAST 1-28-82 1-28-82 1-28-82 DATE TESTED 2-4-82 2-25-82 2-25-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, C. ay:� , T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 UTS 5496 JOB NO REPORT NO 9A Client CORCORAN CONSTRUCTION Pro'ect HERITAGE PLAZA CONDOMINIUMS - SALEM Contractor CORCORAN CONSTRUCTION Subject COMPRESSION TEST OF MASONRY UNITS Date 2-25-82 COMPRESSION Mark 2814 2815 2816 Date Cast 1-28-82 1-28-82 1-28-82 Date Tested 2-4-82 2-25-82 2-25-82 Age - Das 7 28 28 Length - Inches 15 . 6 1 15 . 6 15 . 6 Width - Inches 7 . 6 7 . 6 7 . 6 Height - Inches 16. 2 16 . 4 16 . 2 Gross Area - Sq. Inches 118 . 6 118 . 6 118 . 6 Net Area - % 70. 0 70 . 0 70 . 0 Total Load - Lbs 181, 000 296, 000 1 295, 000 Unit Strength - Gross PSI 1, 526 2, 500 2, 490 Unit Strength - Net PSI 2, 180 3, 570 3,550 Samples Representing Location: MAIN . BUILDING FIRST FLOOR F 'M REQ 'D: 2000 PRISM: 2 BLOCK HIGH BLOCK: MIDWAY BLOCK GROUTED: 70% GROUT: 1-3 GROUT MORTAR: TYPE S U T S OF MASSACHUSETTS, INC. BY : J/ Corcoran Construction Corp. LEEUTER OOF 'TG3G.1GlSAU UL 500 GRANITE AVENUE EAST MILTON, MASS. 02186 DATE ^ - Da No 696.1390 �[ ATTENTION ^ / ` . RE (ltp 1 Imo/,' '(f'�•�(A�n TO Y/ O� GENTLEMEN: Vi ll WE ARE SENDING YOU Attached ❑ Under separate cover via tire follcJ& items: <p ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES GATE F NO. /DESCRIPTION —U �J -02f IF a i0 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval A For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: Ad4 If enclosures ara not as noted, kindly notify us at once. U c� T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 5A UTS 5496 REPORT NO. 5 JOB NO. CLIENT: CORCORAN CONSTRUCTIOU — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FIRST FLOOR CORRIDOR WALLS Tib. No. J 351 J 352 J 353 Type of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH MORTAR TYPET S MIX WEIGHTS—per cubic yard Cement(Ibs.) 1, Fine Aggr. (Ibs.) Coarse Aggr. (Ibs.) Water (gals.) !'e ADMIXTURE ozlyd 2 ADMIXTURE ozlyd AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: ('F) 440 AIR TEMP.: ('F) 400 3 TRUCK NO.: _ TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 AREA (sq. in.): 9. 0 9. 0 9 . 0 4 SPECIMEN WEIGHT (Ibs.): 2. 00 2 . 00 2. 00 TYPE OF FRACTURE: TOTAL LOAD (lbs.): 15, 000 23, 000 24, 000 UNIT LOAD (psi): 1, 670 2, 560 2, 670 5 DATE CAST 1-7-82 1-7-82 1-7-82 DATE TESTED 1-14-82 2--4-82 2-4-82 Discriburion: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETT , INC . By: U T OF MASSACHUSETTS, INC. "K 5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 A REPORT NO. 6 )Os NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTIOt — PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED NORTH CORNER FIRST FLOOR WALL Lab. No. J 354 J 355 J 356 Type of Age. 7 Days 28 Days 28 Days Mrmcture DESIGN STRENGTH MORTAR TYPE S t MIX WEIGHTS—per cubic yard •;e Cement (lbs.) 1, Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) r e ADMIXTURE ozlyd 2 ADMIXTURE ozlyd AIR CONTENT (%): SLUMP (In): WET DENSITY (lbs./cu. ft.): CONCRETE TEMP.: (°F) 480 3 AIR TEMP.: (°F) 380 TRUCK NO.: TICKET NO.: CONDITION OF SPECIMEN: GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 3X3X3 3X3X3 3X3X3 4 AREA (sq. in.): 9. 0 9 . 0 9 . 0 SPECIMEN WEIGHT (lbs.): 2 . 00 2 . 07 2 . 00 �• i TYPE OF FRACTURE: 16 000 26, 000 25, 000 TOTAL LOAD (lbs.): 1 7 8 0 2, 890 2, 790 UNIT LOAD (psi): 5 DATE CAST 1-7-82 1-7-82 1-7-82 DATE TESTED 1-14-82 2-4-82 2-4-82 Distribution: Remarks CORCORAN CONSTRUCTION U T55 OFMASSACHUSETTS INC. U T OF MASSACHUSETTS/ INC. SS RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 REPORT No. 7 Jos No. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED TOWNHOUSE TWO, FOUNDATION POUR Lab. No. J 533 J 534 J 535 J 536 Type of Age. 7 Days 28 Days 28 Days 28 DAYS Fracture DESIGN STRENGTH 30004 3/4" MIX WEIGHTS—per cubic yard Cement (lbs.) •I, Fine Aggr. abs.) Coarse Aggr. (lbs.) A Water (gals.) ADMIXTURE oz�yd ADMIXTURE ozlyd 2 AIR CONTENT (%): 3. 6% SLUMP (to): 4 1/411 WET DENSITY (lbs./cu. fL): CONCRETE TEMP.: (•F) 500 3 AIR TEMP.: (`F) 330 TRUCK NO.: 09 TICKET NO.: #30762 CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 6X12. ._ 6X12 6X12 6X12 4 AREA (sq. in.): 28. 27 28. 27 28. 27 28 .27 SPECIMEN WEIGHT (lbs.): 28. 50 28. 56 28. 75 28 . 56 �1• TYPE OF FRACTURE: 04 TOTAL LOAD Ms.): 64, 000 UNIT LOAD (Psi): 2, 26o 5 DATE CAST 1-28-82 1-28-82 1-28-82 1-28-82 DATE TESTED 2-4=82 2-25-82 2-25-82 2-25-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS INC. U T OF MASSACHUSETTS, INC. S5 RICHARD50N LANE, STONEHAM, MA 02180 617-438-7755 REPORT NO. 8 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION MAIN BUILDING FIRST FLOOR LOCATION OF CONCRETE REPRESENTED Lab. Nm J 556 J 557 J 558 Tyre of Age. 7 Days 28 Days 28 Days Fracture DESIGN STRENGTH 1-3 GROUT MIX WEIGHTS—per cubic yard •;� � Cement(lbs.) 1, Fine ASI;r. (Ibs.) Coarse Aggr. (lbs.) Water (gals.) u ADMIXTURE ozlyd 2 ADMIXTURE ozjyd AIR CONTENT (%): 4.70-. 1 SLUMP (Io): 6 1/2" WET DENSITY (lbs./cu. ft): CONCRETE TEMP.: (°F) 680 3 AIR TEMP.: ('F) 300 TRUCK NO.: #32 _ TICKET NO.: #30735 CONDITION OF SPECIMEN: GOOD ' SIZE OF SPECIMEN (in.): 3X3X6_ 3X3X6 3X3X6 4 AREA (sq. in.): 9. 0 9 . 0 9 . 0 SPECIMEN WEIGHT (lbs.): #. 38 3 4.31 4. 31 .!. TYPE OF FRACTURE: 26, 900 TOTAL LOAD (lbs.): 2, 8 9 D UNIT LOAD (psi): $ DATE CAST 1-28-82 1-28-82 1-28-82 DATE TESTED 2-4-82 2-25-82 2-25-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S/// OF MASSAC/H/U�SETT/S�, C. By:.�/` U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 10 2-4-82 Job No. UTS 5496 REPORT CONCRETE INSPECTION Date _ Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: YARDAGE INFORMATION Class Concrete: MORTAR TYPE S Cu. Yds. d Dry Weights MATERIALS II ..i.w. t.s.e e.—d— Cement .� —.i... o ..i. Cement I Brand Cement Fine Aggr. I Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture Brand Name Water _ Source Test Cylinders LOCATION No. 1 A B C 1MIDRISE SECOND FLOOR 201 203 , 205 , INNER WAII No. AIR TEMP. 480, MORTAR TEMP. 37P, TIME 10 : 30 No. No.' 2 A B C MIDRISE SECOND FLOOR 202 204 WALLS No 3X3X3 I AIR TEMP. 430, MORTAR TEMP. 400, TIME 2 : 30 No. II No. No. Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr.—% No. of Determinations # 8 Weights Adjusted to Compensate for Moisture 100 # 4 Sand Colormetric Test a+ S0 %.. REMARKS: # 30 'h # 16 s7. Y 8 V, 4 1 th.. T S OF MMAA �� SSAC S TTS, INC. Inspectors: Plant�� MAX DAY + 1 HR. TRAVEL �}/� _ Tom, U T OF MASSACHUSETTS, INC. SS RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 7 REPORT CONCRETE INSPECTION Date 1-28-82 UTS 5496 Job No. Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND & STONE YARDAGE INFORMATION Class Concrete: 1�3 GROUT Cu. Yds. 11 • Dry Weights I� m�.,mp. .. ro ..ld. ..e .� MATERIALS .rpplr lo�^i.M.d br ..e.n .. .. .a. Cement I Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr, Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No. 1 A B C MAIN BUILDING FIRST FLOOR -No. 3X3X6 SLUMP 6 1/2", AIR CONT. 3 . 7%, AIR TEMP. 300, No. CONC. TEMP. 680, TRUCK #32 TICKET 030755 TIME 12 : 0 No No. 2 A B C ( MAIN BUILDING FIRST FLOOR No. BLOCK II SLUMP 6 1/2", AIR CONT. 3 . 7%, AIR TEMP. 300, No. I CONC. TEMP. 680, TRUCK #32, TICKET #30755 TIME 1 : 30 No. Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture :L4- 100 "' 4 Sand Colormetric Test _ # 50 3„ REMARKS: :# 30 '/2 .y 16 s/,.. 1 8 1.r 4 1 /_ OF-MAS-SACH T 5, INC.Inspectors: Plant F .I _M MAY nAV i 1 UD 7DA%1C1 / U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 $ REPORT CONCRETE INSPECTION Dare 1-28-82 Job No. UTS 5496 Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND E STONE YARDAGE INFORMATION Class Concrete: 30004 3/4" Cu. Yds. 22 II n,..a. .m .r Dry Weights MATERIALS • a...�c ..i. Cement Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. - Source C. Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No 1 A B C D TOWNHOUSE TWO FOUNDATION POUR No. SLUMP 4 1/4", AIR CONT. 3 . 6% AIR TEMP. 330 No. CONC. TEMP. 500TRUCK # 9 TICKET No. No. �I No. No. No Moisture in Sand % Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture - $ 100 =` 4 Sand Colormetric Test -`+ 50 REMARKS: = 30 - r/s.,, T 16 /... = 4 eU TS OF MASS HUSE T INL,.. ,. Inspectors. Plant ,/ u // L w u_i // 111 / n . Corcoran Construction Corp. L[EUTER OF 500 GRANITE AVENUE EAST MILTON, MASS. 02166 DATE ATTER rvo. m)696-1390 ATTEN ON r RE: TO J t m C30 z'rn G5 GENTLEMEN: v rn �< c.t WE ARE SENDING YOU Attached [I Under separate cover via X2e 1$llowing items: ❑ Shop drawings ❑ Prints - ❑ Plans ❑ Samples i ❑ Specific-coons ❑ Copy of letter ❑ Change order ❑ in rr+0 COPIES DATE NO. DESCRIPTION a � - i THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 617-411-7755 UTS 5496 16 ,. REPORT CONCRETE INSPECTION Date 2-18-82 Job-No. Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: YARDAGE INFORMATION Class Concrete: Cu. Yds. o moon o, io o.oee, o.e Dry Weights II, MATERIALS Cement Brand Cement Fine Aggr. I� Source Fine Aggr. C. Agar. Source C. Aggr. C. Agao. i Source G Aggr. Admixture Brand Name Admixture Brand Name Water Source Test Cylinders LOCATION No WORK CANCELLED BY SUPER DUE TO COLD WEATHER. No. I� No. No No. No No. No Moisture in Sand % Plant Gradations: F.M. Sand F-M. C. Aggr. Moisture in C. Aggr. No. of Determinations # 8 Weights Adjusted to Compensate for Moisture # 100 # 4 Sand Colormetric Test -fir 50 %., REMARKS: - 30 'h # t6 s�.. u g 1' s.: 4 1 'h" U T F MASSAC USETTS, INC. ' Inspectors Plant ,/_ / ( M. D. MIN DAY + 1HR. TRAVE �/(/f/ 4 9� Corcoran Construction Corp. L IEUTEN OF TD3G^QGISEUTTRL 500 GRANITE AVENUE EAST MILTON, MASS. 02186 DATE _ oe No. 696-1390 ATTENTION TO rn q3' Tm to c� (da GENTLEMEN: mG WE ARE SENDING YOU ❑ Attached El Under separate cover via 'IC& fo_ARwing it ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ ecificatos ❑ Copy of letter ❑ Change order ❑ 9' `'� COPIES DDATE NO. //�� DESCRIPTION "- D / f A THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections . ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: �� 1/enclosures are not as noted, kindly notify us at once. U r . T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-411,7755 3A UTS 5496 REPORT NO. 3 JOB NO. CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FOUNDATION WALL TOWNHOUSE CLUSTER 1 SOUTH WALL Lab. No. J 168 J 169 J 17 0 J 171 Type of Age. 7 Days 28 Days 28 Days 28 Days Fracture DESIGN STRENGTH 3000# 3/4' MIX WEIGHTS—per cubic yard Cement (lbs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) J • ADMIXTURE oz/yd 2 ADMIXTURE oz/yd AIR CONTENT (%): 3 . 9% SLUMP (In): 3 3/4" WET DENSITY (lbs./cu. IQ: CONCRETE TEMP.: (°F) 630 3 AIR TEMP.: (°F) 340 TRUCK NO.: 47 TICKET NO.: #30389 CONDITION OF SPECIMEN: GOOD GOOD GOOD GOOD 49 SIZE OF SPECIMEN (inJ: 6 x 12 6 x 12 6 x 12 6 x 12 4 AREA (s9. in.): 28.27 28.27 28.27 28.27 28. 63 28 .75 28. 38 28 .44 SPECIMEN WEIGHT (lbs.): #3 #4 �5 #3 �!• TYPE OF FRACTURE: TOTAL LOAD (lbs.): 68, 500 98, 000 95, 000 94, 000 UNIT LOAD (psi): 2, 420 3, 470 3, 360 3, 330 S DATE CAST 12-30-81 12-30-81 12-30-81 12-30-81 DATE TESTED 1-6-82 1-27-82 1-27-82 1-27-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS, INC. By- U 0 T OF MASSACHUSETTS, INC. S RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 5UTS 5496 REPORT NO. JOB NO. CLIENT: CORCORAN CONSTRUCTIOU PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FOUNDATION WALL TOWNHOUSE CLUSTER ONE EAST WALL Lab. No. J 172 J 173 J 174 J 175 Type of Age. 7 Days 28 Days 28 Days 28 Days Fracture DESIGN STRENGTH 3000# 3/4" A MIX WEIGHTS—per cubic yard Cement Obs.) 1 Fine Aggr. Obs.) Coarse Aggr. (lbs.) Water (gals.) r e ADMIXTURE ozlyd 2 ADMIXTURE ozjyd AIR CONTENT (%): 3 .7% SLUMP ([n): 51 1 WET DENSITY (lbs./cu. fQ: CONCRETE TEMP.: (°F) 650 3 AIR TEMP.: (°F) 35° TRUCK NO.: #7 TICKET NO.: *30417 CONDITION OF SPECIMEN: GOOD GOOD GOOD GOOD SIZE OF SPECIMEN (in.): 6 x 12 6 x 12 6 x 12 6 x 12 4 AREA (s9. in.): 28.27 28.27 . 28.27 28.27 SPECIMEN WEIGHT (lbs.): 28 . 31 28. 50 2 8 . 63 28 . 44 TYPE OF FRACTURE: 02 03 #2 . 03 TOTAL LOAD (lbs.): 60, 000 93, 000 91, 000 90, 000 UNIT LOAD (psi): 2, 120 3, 290 3, 220 3, 180 5 DATE CAST 12-30-81 12-30-81 12-30-81 12-30-81 DATE TESTED 1-6-82 1-27-82 1-27-82 1-27-82 Distribution: Remarks CORCORAN CONSTRUCTION U T S OF MASSACHUSETTS INC. By i Corcoran Construction Corp. LIETU M OF MLa t[��']ZAOT1'M 500 GRANITE AVENUE EAST MILTON, MASS. 02186 DATE — oe No. 696-1390 v ' - ATTENTION / TO nE In n z'`n 'izva N tv GENTLEMEN: WE ARE SENDING YOU t�Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION d 3 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ;For your use ElApproved as noted ❑ Submitcopies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment Cl ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once. F K U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONEHAM, MA 02180 617-438-7755 3 12-30-81 lob No. LITS 5496 REPORT CONCRETE INSPECTION Date Distribution: Client: CORCORAN CONSTRUCTION CORCORAN CONSTRUCTION Project: HERITAGE PLAZA CONDOMINIUMS — SALEM Contractor: CORCORAN CONSTRUCTION M'f'r Concrete: LYNN SAND & STONE YARDAGE INFORMATION Class Concrete: 30000 3/4" Cu. Yds. 60 neeor Dry Weights MATERIALS .ecb te. i.F.e e, n eiemi�o .ei. Cement Brand Cement Fine Aggr. Source Fine Aggr. C. Aggr. Source C. Aggr. C. Aggr. Source C. Aggr. Admixture Brand Name Admixture I Brand Name Water Source Test Cylinders LOCATION No 1 A B C D FOUNDATION WALL TOWNHOUSE CLUSTER 1 — SOUTH WALL No. SLUMP 3 3/4", AIR CONT. 3 . 9%. AIR TEMP. 340 No CONC TEMP 63°, TRUCK #7 TICKET #30389 TIP1E 10 : 00 No. No A B C D FOUNDATION WALL TOWNHOUSE CLUSTER 1 — EAST WALL No. ,I SLUMP 511, AIR CONT. 3 . 70, AIR TEMP. 350, No. CONC. TEMP. 650, TRUCK 07, TICKET 030417 TIME 1 : 30 No. Moisture in Sand—*/. Plant Gradations: F.M. Sand F.M. C. Aggr. Moisture in C. Aggr. 'a B No. of Determinations— Weights eterminations Weights Adjusted to Compensate for Moisture y' 100 = 4 Sand Colormetric Test u 50 fre REMARKS: 30 the 16 8 1•• 4 1 t/1„ 0 ,JU T S OF SSACgiUETTS, INC. U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 617-438-7755 REPORT NO. 3 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS —SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FOUNDATION WALL TOWNHOUSE CLUSTER 1 SOUTH WALL Lab. No. J 168 J 169 J 170 J 171 Typr of Age. 7 Days 28 Days 28 Days 28 Days Ftacturr DESIGN STRENGTH 30004 3/4' MIX WEIGHTS—per cubic yard ._;•, Cement (lbs.) 1 Fine Aggr. (lbs.) Coarse Aggr. (lbs.) Water (gals.) J • ADMIXTURE ozlyd 2 ADMIXTURE oz/yd AIR CONTENT (%): 3 . 9% SLUMP (In): 3 3/4" WET DENSITY Obs./cu. fQ: CONCRETE TEMP.: ('F) 630 3 AIR TEMP.: (°F) 340 TRUCK NO.: 47 - TICKET NO.: 430389 CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 6 x 12 6 x 12 6 x 12 6 x 12 4 AREA (s9. in.): 28.27 28.27 28.27 28.27 SPECIMEN WEIGHT (lbs.): 28. 63 28 . 75 28. 38 28 . 44 TYPE OF FRACTURE: �3 TOTAL LOAD (lbs.)- 68, 500 UNIT LOAD (psi): 2, 42 0 5 DATE CAST 12-30-81 12-30-81 12-30-81 12-30-81 DATE TESTED 1-6-82 1-27-82 1-27-82 1-27-82 Distribution: Remarks CORCORAN CONSTRUCTION U T �SS OF MASSACHUSETTS, INC. D U T OF MASSACHUSETTS, INC. S5 RICHARDSON LANE, STONIHAM, MA 02180 617-138-7751 REPORT NO. 4 JOB NO. UTS 5496 CLIENT: CORCORAN CONSTRUCTION PROJECT: HERITAGE PLAZA CONDOMINIUMS -SALEM CONTRACTOR: CORCORAN CONSTRUCTION LOCATION OF CONCRETE REPRESENTED FOUNDATION WALL TOWNHOUSE CLUSTER ONE EAST WALL Lab. No. J 172 J 173 J .174 J 175 Type of Age. 7 Drys 28 Days 28 Days 28 Days Fndurc DESIGN STRENGTH 3000# 3/4" MIX WEIGHTS—per cubic yard Cement fibs.) 1 Fine Aggr. fibs.) Coarse Aggr. fibs.) Water (gals.) J ADMIXTURE ozlyd ADMIXTURE oz/yd 2 AIR CONTENT (%): 3 . 7% 7°0 SLUMP (In): S" WET DENSITY (lbs./cu. fQ: CONCRETE TEMP.: (°F) 650 AIR TEMP.: CF) 3.50 3 TRUCK NO.: 07 TICKET NO.: 030417 CONDITION OF SPECIMEN: GOOD SIZE OF SPECIMEN (in.): 6 x 12 6 x 12 6 x 12 6 x 12 4 AREA (sq. in.): 28.27 28.27 . 28.27 28.27 SPECIMEN WEIGHT (lbs.): 28. 31 28. 50 28. 63 28. 44 TYPE OF FRACTURE: 42 TOTAL LOAD (lbs.): 60, 000 UNIT LOAD (Psi): 2, 120 5 DATE CAST 12-30-81 12-30-81 12-30-81 12-30-81 DATE TESTED 1-6-82 1-27-82 1-27-82 1-27-82 Distribution: Remarks CORCORAN CONSTRUCTION U TJn �SOF MASSACHUSETTS INC. BY:�Niw.t.-..� l Ctg of '*tt1em, 'ffiaselarhusetts ,rod (ire Department Peaaquarters lames _pruman 48 ' {dgttk o%eet Qlhief Sa6w, Ak 01970 October 7, 1981 Salem Building Inspector Macintosh Re: Harbortown Development Project One Salem Green 10-16 Norman Street Salem, Mass . Salem, Mass . Sir: Plans were submitted by Mr. Gerald Baizen, 27 Spray Ave. Marblehead, Ma. (639-0067) for construction of the mid-rise apartments and townhouses at 10-16 Norman Street, Salem, for my review. As a result of this review the following items have been found to be incorrect on the plans or are required to permit approval by the Salem Fire Prevention Bureau. New plans shall be submitted with the corrections on same. Plan E-2: Basement plan: 1 . Add a smoke detector M/S type at base of stairs off foyer. (Basic rule is a smoke detector at base of each stairway .) 2. Location of Master fire alarm box to be shown on plan and approved as to location by Mr. John Condon- City Electrician. A blank door shall be used on this master box. 3. One smoke detector M/S type, to be placed in Community room space. 4. Rental Spaces #1 and #2 will require a smoke detector, M/S type on fire alarm system. 5. Rental space #3 will require two smoke detectors M/S type on the system. 6. Exterior audio/visual horn shall be provided at main entry area. This will serve as the reg6ired alarm device for the standpipe valve notification. 7. One smoke detector M/S type to be placed in the bulk storage area. 8. Remove manual pull station from community room. Leave alarm device. 9. Place manual fire alarm pull station and audio/visual device in common corridor, opposite door to rental space #2. 10. Remove manual fire alarm pull station from small corridor area. 11 . Fixed temp. 200 degree heat detectors are required in Electrical and Mechanical rooms and elevator machine room. Remove smoke detector from elevator machine room. Page #2-Report of plan review dated Oct. 7, 1981-10/16 Norman St. Salem, Ma. First Floor: 12. Move audio/visual device to left end of corridor, near manual pull station. 13. Move manual pull station now at stairway, into corridor and add an audio/visual device for the right end of corridor. Plan E-3: 2nd and 3rd Floor plan: 1 . Move audio/visual device from center to left end of corridor, near manual pull station. 2. Add audio/visual device at right end of corridor and bring in the manual pull station from stairwell . 3• Add smoke detector at base of stairs, on left end of building. 4th and 5th floor plan: 4. Add smoke detector at base of stairs on left end of building on 4th floor level . 5. Add smoke detector at base of stairs on right end of building on 4th floor level . 6. Leave the smoke detectors as shown at the top of each stair on the fifth level , note this level on plans . 7. Move manual pull station into corridor, near trash chute area. 8. Add an audio/visual device at the trash chute area. 9• Move audio/visual device from center corridor to left end of corridor near manual pull station. Plan E-4: Mid-rise apartment units : 1 . This plan appears satisfactory. Exception: Smoke detectors in apartments are to be single station (S/S) units and should be so marked. The apartment units only sound in the individual apartments . Heat detectors are on the master system and will sound all alarms. Plan E-5: A. Townhouse - Cluster #1 : Exterior audio/visual alarm device shall be provided on this building. Basement: 1 . Add one smoke detector M/S in the basement. 2. Add one smoke detector M/S at base of stairs. Second Floor: 1 . Smoke detectors located in individual apartments are to be single station (S/S) type. These alert the individual apartment occupant only. 2. Please explain HR designation. Not on legend. 3. See note #1 above on single station units, for smoke detectors . Page #3-Report of plan review dated October 7, 1981 -10/16 Norman St. Salem, Ma. Plan E-5 continued: B. Townhouse-Cluster #2: I.. Exterior audio/visual alarm device shall be provided on this building. Basement: 1 . Add one smoke detector M/S type in each separate area of basement. First floor: 1 . Note: smoke detectors located in individual apartments are to be single station (S/S) type. These alert the individual apartment occupant only. 2. Add a M/S smoke detector at base of each stairway. Second floor: 1 . See note#1 above under first floor, qn single station smoke detectors . Loft Plan: 1 . See note #1 above under first floor, on single station smoke detectors. Plan E-6: Cluster Unit 1 . Refer to corrections as noted on plan E-5 (1/8" scale plan) . 2. Note: Audio/visual alarm device is not shown on the 4" scale plan in common hall . Plan #E-8-Riser Diagram: 1 . Adjust fire alarm riser diagram to reflect changes noted for plans E-1 through E-6. 2. F in circle is not shown in legend. Please explain purpose. Plan E-9 1 . Legend does not show F in circle as listed above in item #2 Plan E-8. 2. Add a note that apartment units are smoke detectors single station type, (S/S) with self contained horn. 3. A zoning legend shall be provided for approval . Plan P (Plumbing)and Plan H (HVC) do not contain any engineering certification. Said plans shall show the approval stamps of the engineering firm which drew said plans . Plan P-1 : dated 8/12/81 1 . 4" scale plan of Fire Dept . O.S. & Y. Valve area has very little detail . This plan should give more detail on the valve, the gauges and the F.D. Connection and water supply points . 2. Gauges shall be provided at the O.S.&Y. Valve and at the inspectors test point at top of standpipe. 3. A flow switch is required at` the O.S.&Y. Valve area. This shall also be added to the electrical plan as a zone. 4. Sign shall be posted on the door to O.S .&Y. Valve room per section 1200.5 of SBC. 5. Water motor gong or electric bell shall be provided above the F.D. Connection for standpipe notification. 6. One sprinkler head off the standpipe riser shall be provided for trash room and over the compactor unit. 7. Note: Trash room and Compactor area as shown on plan MR-1 does not agree with area shown on plan P-1 . Lavatories are shown on Plans as different locations . The trash room shall be constructed in accordance with provisions of 527CMR10.01 (7) (c) . This shall be drawn on the plan for stamped approval . Trash room does not show up on the 4" scale plan either. 8. A raised lettered sign shall be provided at the Fire Dept. Connection for the standpipe system. 9• Note on each plan that each outlet on standpipe shall have an approved 212" N.S.T. valve outlet with a reducing cap to 1}" I .P.T. capped and chained to valve. 10. Designation FHV appears on the basement plan and the first floor plan??? This does not appear in legend. They may be for FVC which does appear in legend. 11 . Plan with no number reference, has apparent discrepency on 1/8" scale plan "it reads: on upper portion: "Typical 2nd and 3rd floor plan" . This should probably refer to 4th and 5th floor plan, as the 2nd and 3rd floor appears twice. Plans as submitted are NOT /&PROVED, because of the above items . Please resubmit new pages and with corrections . Fee of $5.00 is required, for Form #81 which was signed by Mr. Baizen. Electrical contractor shall submit Form 81F with $5.00 fee. Fire Supression contractor shall submit Form 81E with $5.00 fee. Respectfull submitted, (�Vrp' Capt. David J. Goggin Salem Fire Marshal cc: Mr. Gerald Baizen, Marblehead Claude Miquelle Associates 20 West Emerson St. Melrose, 02176 Salem Electrical Inspector file MARCH 11, 1981 z. i"'°< `°$inn. ✓ " v, 1 fit of �' IPm, ffl� � clzsEs Pjaarb of Appeal '81 MAP 16 P2 :30 DECISION ON CM YET -TD9t,f*Ip�HE HEIRS OF JOHN DEERY (OWNER) AND GERALD BAIZEN, (PETITIONER) RlpT STING. S7ARIANCES FOR A PARCEL OF LAND AT NORMAN STREET AND BARTON SQUARE, ASSESSORS MAP 35, LOT 11 (B-3 DISTRICT) . A hearing on, this Petition was held on March 11, 1981 with the following Board Members present: Douglas Hopper, Chairman; Messrs. Hacker, Piemonte, Luzinski and Feeherry. Notices of the hearing were sent to abutters and others and a notice of the hearing was published in the Salem Evening News on February 25, and March 4, . 1981, .in accordance with Massachusetts General Laws, Chapter 40A. The Petitioner has requested a variance for the property described above to construct no more than 72 residential condominium units at the site. A variance is required because the building is in a B-3 district where the proposed use is prohibited without. a variance. The Board of Appeals, after consideration of the evidence presented at the public hearing and after viewing the property makes the following findings of fact: 1. The proposed use of the property is supported by the Salem.Redevelopment Authority. 2. The proposed use of the property is consistent with the Salem Uniform Renewal Plan. 3. The proposed use of the property will enhance the entire Heritage Plaza West Urban Renewal Area. 4. .The petitioner and his architec.tare well knownthroughout the northeast for the overall quality of their work. On the basis of the above findings of fact, and the evidence presented at the public hearing, the Board of Appeals concludes as follows: 1. The property in question is unique. It is one of the very few vacant' parcels in the center of Salem and it is perhaps the only large vacant parcel in the heart of the City. Because of its unique size and location, the development of this parcel is a concern to the entire city. 2. The conditions described above especially affect the land in question but do not generally affect the zoning district in which the land is located. 3. The conditions described above which affect the land in question, but not the zoning district generally cause the following special hardship: if the requested variance is not granted the property will have to be developed in a manner which is not consistent with the Urban Renewal Plan and not I , t ' Ot# of s, Pnarh of 4pzal 81 MAR 16 P 2 30 ' DECISION - GERALD BAIZEN - PAGE T140 CITY SA in keeping with the surrounding buildings thus resulting in harm (including but not limited to financial harm) to the petitioner and to the city as a whole. 4. The desired variance may be granted without substantial detriment to the public good because the proposed use will benefit the entire city. Therefore, the Board of Zoning Appeals unanimously voted in favor of, granting the requested relief. The Board grants a variance to the petitioner on the follow- ing terms and conditions: 1. No more than 72 residential units (none larger than two bedrooms) maybe constructed on the site. 2. No more than 6,000 square feet of net leaseable commercial space may be constructed at the site. 3. All commercial space shall be located on the first floor of the property (on Norman Street) . 4. No .less than 112 parking spaces shall be maintained at the site. 5. This variance is conditioned upon and is subject to final approval of the proposed plans for this development by the Salem Redevelopment Authority. The terms, and conditions, of any, of that final approval by the Salem Redevelopment Authority are incorporated and made part of this variance. GRANTED WITH CONDITIONS Anthony M. .Fegherry, Secretary ,f 4 APPEAL FROM THIS DECISION, IF ANY. SHALL BE P%;AGE PURSUANT TO SECTION 17 OF THE hIASS. - GENERAL LAYiS, CHAPTER 503, AND SHALL S- F•:.E, l?ITHI;' 20 DAYS AFTER THE DATE OF FILING OF THIS DECISSON IN THE OFFICE OF THE I'N-f CLERK - - PURSANT TO ;.'.ASS. .E1JZ7,,A ! „S, ... R ;:1. 11, THE V.4R'ANCE OR SPECIAL PERMIT - - - GRAWED HERC;N. SHALL ;i-. . ,.S L, ;_1T ;:WM;:WA .-.Y . .HE . . „I'.: THE CERT- FICATIJiJ OF THE CITY :".;'S -[ NSr EAL HAS OFEN FILED. _ OR THAT. IF SUCH AN APPEAL HAS KU HLE G?:: _ ._.. .__ U. CE?UED IS - - RECORDED IN THE SOO74 ESSEX REGISTRY OF DEEDS AND Ili DE;(EO 0:;:.F_R-THE FIAME OF THE OWNER OF RECORD OR 13 RECORDED AND NOTED ON THE OYINER'S CERTIFICATE OF TITLE. ' BOARD OF APPEAL A COPY OF THIS DECISION AND PLANS HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK ��C'iff��riy.\', •r••rY'Orp\'�•jii�♦i�'J/'r ili\.,. /�.•4P ��. 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'Ai IE' -• ♦ I _ , l i Texts firate of • ==" TO WHOM IT MAY CONCERN: '' ~ This is to certify that the lumber and/or plywood in this Invoice NO.OIZ i 1? co'z_ has been pressure treated with Osmose Fire Retardant Formulation in accordance with con. �'w"'•'�' °• 1 ditions as outlined in the American Wood Preservers' Association Standard C-20,for lumber -;-___:_• ' and/or C-27 for plywood, paragraph 2.2 performance rating. "Material shall have no greater flame spread than 25 when tested in accordance with ASTM E84 and when the test is extended to 30 minutes duration it shall have no greater flame spread than equivalent of 25 and no evidence of significant progressive combustion." Material to be dried after treatment: lumber 2"or less in thickness —average moisture = '/ content 19 percent or less. 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Ilk L% C�er#ifirafr of Zrratmrnt <" TO WHOM IT MAY CONCERN: :j• This is to certify that the lumber and/or plywood in this Invoice No.O R P° 014 has z, , ,\ i been. =?�`:?�:• pressure treated with Osmose Fire Retardant Formulation in accordance with con- ' ditions as outlined in the American Wood Preservers' Association Standard C-20, for lumber - - _-�••.' and/or C-27 for plywood, paragraph 2.2 performance rating. -' "Material shall have no greater flame spread than 25 when tested in accordance with ASTM ; - E84 and when the test is extended to 30 minutes duration it shall have no greater flame spread than equivalent of 25 and no evidence of significant progressive combustion." ® Material to be dried after treatment: lumber 2”or less in thickness —average moisture _ _ `"•�'�• content 19 percent or less. Plywood —average moisture content 15 percent or less. Drying after treatment waived. Sold to I\i[I-�i o•^�G \ t-Ur-.�:cr Co. I • I Shipped to T�,�tr 5"•O. (0 30 Contents -L (a— '1'3 1`-F __='• r� The above is a true and valid statement. - 1\ - No Signed: ! LOCATION == Sworn to and subscribed before me -"''`'�I'� PLANr oreawroe' i •• _ this � day of q 19'Z?2in the City of �z o -��;,, ��J�/ sS NOTARY PUBLI ;'/1 ,.. II 11 1 4 ", r - I/ r 5 '111 sn �'.. 11 _y •NL Ifll IIII' f 1 41 /III I '1111• YII lilll rilil \�..11,1�1 f`� , illlll . illi) t \ s 1'1 '1111f 1 lilill 1 it it - If 1 �,/111111i•t : :..,r11 11111111 1.,: ,�iill1111111 rl'j 1�{Y♦j.t:' //Ill/l/l'lll.�`.:rfr1111111I11111t� ',�� %'11111111. I//ISI'llIr111I1 N I r llil�ll111'tj w 1 111111 Ill( :�•<;1111h•y' :al♦1111I1i�:�':�illil/lllll�Ii�If//1�11�":�ejf(11'!\iV. '::i(j1 O111111i” ':i�1�111/111/11�yt7;..;::1011/i111i1i�::�.:;al�d�/1/1��yt0�.�::::'j�%��Illl llllli[•,'i.:.:a7jI1111111p'��•i '� tpd1�1�11 h. 1��1/1�Ihrr. fI,1111M MI�U��6.1J..� ✓.I�11��17.. ILf.�L{�J7• � ••A�11/.11•;: ♦r�11L11�4 i 'I LrL(,11 h7 ' 1�/111�/IN\•• •ri/i1�111111.p4 i / 'iH`�i�.' tier♦ . ill�rii iili� /�.,�f. '� _'� �i � rO/ll 11 . :'i1111S{I` :. r6. ,-x1111{/{Illri!%•,;f�lll/{1{O{rri�llll{I{/•1'I bili• •i'11111{/S lrrrr:%-. •ttt11S/{�1'11'Y' .�=?IIIl1111�r'.' 11111IOI$':'n 'Mii111i11r 111 X11%i Llf'r�•'itillii111llid Ill lil llli'�s \ilQllillli!a`'..=:�:11ii111{iii!"I;;llS,i .j�E111111Il lllllr ".^t�lillllllill!!. I1111� 1i1H11111' �J II II, ':ill/ll S null br K?••.I111.... :V11.... .,r .11ilrlllllr�r'rny�:,,I•,p�....1''ilill�lliui/i,n1 ,IIII L'-� - Irl.. .rf it 1 � I^ \4','. Ihu,r ..11111 ••f Illmr _ -_ �^1 H "•11111� I 1 I' 11 1 Illrrr.iii'm r nll I �11J•-4�� 1 1 x•'11 r)I "1 1'l 1 _ _ ;f'i15 X7;7: rS d. - illlr 11� nllr�:i:•i'inuilil�\:•111 r • rr • rir,�ii�l��:� i.�rrr r•rrrrr„irr,.��.ilrlr::';%:riii,r,rr•1•::!r �'llll _ - 411 -- 1i . fit 11111 /11 .1/1'11 17Y Irv' ..tirf 0 1i11ri .. li; P r ./ ;il l j”; n; r' �1 ! -.ly 11• 1, I 1 11�. __ \ I-/ �y v I I ri .1 iLl •V d/ ey 1.r ,t!1 ..1 SII / ',111 i!.r 4 �_ =i-'"- i -r ♦ I -__;'mow: �,I (nezfttctt#e - _ ; TO WHOM IT MAY CONCERN: This is to certify that the lumber and/or plywood in this Invoice No.O R I'�O 14 has been pressure treated with Osmose Fire Retardant Formulation in accordance with con- =z"_ - ditions as outlined in the American Wood Preservers' Association Standard C-20,for lumber ' and/or C-27 for plywood, paragraph 2.2 performance rating. "Material shall have no greater flame spread than 25 when tested in accordance with ASTM -_- •;\ E84 and when the test is extended to 30 minutes duration it shall have no greater spread than equivalent of 25 and no evidence of significant progressive combustion." I ; ® Material to be dried after treatment: lumber 2"or less in thickness average moisture _ - ,Cr' ^: : content 19 percent or less. Plywood —average moisture content 15 percent or less. =-- EN Drying after treatment waived. __='• �'• - % Soldto Shipped to ~•' �I I Contents lit 3 11t Zl _ The above is a true and valid statement. .c` N •c;Cc �� .d ,�. o Signed: Qn C U .�� Lam\ �: - - •// iPLANT -- `-'- - LOCATION Sworn to and subscribed before me - ��---/`<� PLANT OPERATOR r r � < .. {1, .. . this t�day of � 19�!2in the City of \0'r, �w;r ��. LS NO ARV PUBLI i' .1 1/ 1111 I f -'1 � 'Y FA/' i5'. rltr S 1/1 � '4 rNl .III 1111 . .1 Si ti 1!111 �Iu r'III' I \ 1111 I II 1111 II111 riil Y.. Ilio IIII ( 11111 1 1 � . tll ;^llllill •fi'1i111i1 "r+l t� 1111111 ` 1111111ji11; ,1 1111111111t �'srlllf11111 j' - 111111111 i "'.: S,i11111f1111 lilt� �� 1� i}-ppllllllli�::• �:::ii111111111:�::� ::i%111111111111'il{1111111\1\i:..!V'I�11111111iy%.."aril{{{1111111'.�...::iil{t.{111111111: .:tljlj�l{11j11,,%�...::�%11111111111��Y :.r/r11111111 r.�.;...:::%VIII IIIIrj'.^�` �� t ;ir`i111A1'i� ;�%��{lfl�l.',:�:%r'{.{1141[11 r!YI�lt11:'�/.rJ%�lrli�:f/' ':rilr/r{{II:�1 / .rrill��b'�� ,r�rillf{1114 / � ir1111111�1�� •rj1r��1�4;• 1��11111�� t all €tEC�EIVCD CITY OF SALEM,MASS. `�j qy �1 CORCORAN CONSTRUCTION CORP. JUN t J " P f pl�`1 1� ae� ,S RF hLEM CITY OF ,sL�,h; MASS. June 11 , 1982 Salem Building Inspector Town of Salem One Salem Green Salem, MA 01970 Attention: Richard McIntosh Gentlemen: Re : Heritage Plaza Attached are two copies of the Certificate of Treatment for the fire-treated plywood and lum- ber , which was used at Heritage Plaza on Norman Street . This is submitted for your information and file. Please feel free to call if you need further in- formation. Very truly yours , Simon �k �� {� f th � Simon W. Danforth Project Manager SWD:hl cc : File No. 17 JOHN M. CORCORAN & CO., 500 GRANITE AVENUE, EAST MILTON, MASS. 02186 617-686.1360 LUUJ CORCORAN CONSTRUCTION CORP, October 14, 1982 Mr . Richard McIntosh Salem Building Inspector One Salem Green Salem, MA 01970 Dear Mr. McIntosh: Re : Heritage Plaza =.-Nofman_StreetN Attached is a letter dated October 13 , 1982 from our subcontractor, Wrought Iron City, Inc. , stating that the fireplaces in the townhouses comply with the State Building .Code and UL 103. This letter is submitted as requested by you to assist in issu- ing the certificate of occupancy for the (12) town- house units . Very truly yours , Simon W. Danforth Project Manager hl cc : File No. 17 JOHN M, CORCORAN & CO„ 500 GRANITE AVENUE,EAST MILTON, MASS. 02186 617-696.1390 (617) 235-6301 MANLEY M. GOULD, PRES. (617) 655-1070 z=�[� l am Cfg, Pnic.. 3ragplare �*4ap tt ° x 259 WORCESTER ROAD (RT. 9) 1�" NATICK, MASS.01760 arr�D •atD Pat Harmon m,rn <m 0 Corcoran Construction Corp. a " 500 granite Ave. , c� ,c" r y East Milton, Ma. 02186 10/13/82 Dear Pat, This letter will reconfirm that I have been assured by my sub-contracting installer that the fireplaces in the Heritage Plaza townhouses have been ins- talled in strict adherance to the U.L. approved procedure set forth in the installation manual supplied with the units by the manufacturer. The units and the information in the instruction manuals supplied with them meet with all pertinant U.L. standards and are listed with U.L. . These pertinant Standards are U.L. 127, 737 and 103. According to Massachusetts Building Codes the U.L. Standards are the also the State law in these matters. Best Regard , Jerry Gould, Pres. � City of Salem { ' BUILDING DEPARTMENT n � a \ f T cL.BRE FIELD CORRECTION NOTICE LOCATION j l E i T� t.? i� �u R PERMIT NO. j� v ISSUED TO Ca (.. yk"I (i ,/ s L7 7e 7fy`AI — %(c I PERMIT HOLDER AND/OR ALL RESPONSIBILE PARTIES. NOTICE DELIVERED TO IV t� �� 7`t'' rip )'1011 d Upon inspection, violations of the Sec. were in evidence. The following orders are hereby issued for their correction: 1>i P i i t P1 , 711 rs d /Y a Ia3. 0 (4 n PLEASE CALL FOR INSPECTION WHEN CORRECTIONS HAVE BEEN COMPLETED. ACCEPTANCE AND APPROVAL BY AN INSPECTOR OF THIS DEPARTMENT IS REQUIRED AND MUST BE CORRECTED ON OR BEFORE _ �y l r DATE ;j . ! i; I f BY L i (,--2it,_ . J -''6 J r L - A J r INSPECTOR �� FILE COPY �/ �/ J 4' X (1�itt� of Salem, Anseadjusetts Nae��,u% 2llirr �rpar2mrni �IeeDqusrirrs ,`�amea _ ,�Qrrn�xn 4S Kafaye b 1tred �h1ej OCCUPANCY INSPECTION REPORT Name: Heritage Plaza Date: May .16, 1984 Address: 10 Norman Street Type of Occupancy: Condos&Offioes As a result of an inspection this date of the premises, structure or real estate, owned,,.)occupied or otherwise under your controls the following itemized report is submitted and shall serve as a "NOTICE OF VIOLATION" or "RECOMMENDATION" to comply with the Salem Fire Code, The General Laws of the Commonwealth of Massachusetts or Regulations made under authority of the above. These items are listed at this time to inform all parties concerned that certain , corrections are required ,of conditions that are or may become dangerous as a fire hazard, or are in violation of law, In the interest of fire prevention, such action will be taken as the law requires, for failure to comply with the requirements for occupancy. . Occupancy is not considered legal, until an occupancy permit has been, issued by the Salem Building Inspector. l Over crowding of the function room. This room has two oxits, that empty into a common hallway. This. report,',will be forwarded tp the building inspector. r;1 CC : Mr. Raymond Plante - 7YV - 3/6/ Richard McIntosh, Building Insp. Respectfully submitted, Norman P LaPointe Ins actor Form 25C ly� � �