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I .d:+ t..0ta@W 37 u \ ' d"°P11dd �''I t9c X } PRUNE P' HORTICULTURAL PRACTICE TO REMOVE DEAD Wt' 0 AFTER ONE GROWING SEASON. �-VLsly _ i',• .+311 {,i l:a 4111: III - _ t s60C `t d3C:t3".Kang }E ,a,. - r ,,\ _ C£1 .», I J ' I I I I ( I I I{ t,. =,.r, : , __ sS °@Pt•• t \ __4.^^-- �`,tF,SeL$s5 II 12' x';3" 'ADE w�BBMC, w/ I/2' I.D. METAL GROMMETS : I £AS M£ t / AT EACH _ND. - (f S£ I a+ d I I I I I ^•'` Tt 'A"I It llllll :::i _ : . :"• t I 2 STRAN[ 3, 112 GAUGE GALV. WIRE. PASS THROUGH Ztd � rri• j ' 1t; fJ 4 � a,�PC, i.&tii .ICJ ''�� GROMMET= h TWIST WIRE BEFORE k AFTER WRAPPING � t ' � + � hYT � SNOa\ Sd Ong, , ...•D sod. .. __...._ y \ I AROUND '.TAKE. S•3-APLE WIRE TO STAKE Re TRIM ENDS.� It TENSION "RE-BY TWISTING TO REMOVE SLACK"``-•'-•. 4 , �1 t 2 - 3' M ). DIA. WOOD STAKES. KNOTCHED FOR WIRE �a � 1 f - a ,4 SET STAK S o 180 DEGREES. ONE ON WINDWARD SIDr s yutb o \ 1 y u �a s t e Nl kY3L'B �3}•, I 1 c / OG3SOd0 tN !; ,�. - C3 dd 'tCd33.34 TREE WR- > FROM BOTTOM W/ 30% OVERLAP, SECURE - t �133.'.7 if � -- t4 EC. 437 �-»� �7*7�5k•C .. TOP W/ WINE � • °. � _� t ' CONCRr_-TE 1I - SET TOP >F FALL O SAME RELATIONSHIP TO FINISH 'GRADE Al, IT BORE IN THE FIELD,3 3` WOOD BARK MULCH TACO C3L, _-... _.,.. ..-_ ! 2'°0 �`` 7/ WON I 1 tt 3" SAUCER. FORM W/ PLANT MK I, ,.°. < :,. . / � � I � ,; _ .. 0 Cti�O� } �.< • � / _.. _.. . . �° tc �,„,,,�,,,.:., age _ . ., - l 7i�T ' !1 'T FINISHED GRADE x; r FF=14.4.00 PLANT MIX, MIN. 12" ALL AR OVND _ \\ All b::llvs,� j� IC tJS$v'1 t I3o Y4aC _ REMOVE TOP I/3 Or BURLAP k ALL NON-BIODEGRADE ABLE - - i itS {{} t � -,t, t 11 .i—, — - WRAP AND WARE. - \ / - - 1 i�j' 'dt COMPACT SUBSOIL PEDESTAL 40 PREVENT SETTLING 12Df OSEt� �F/ r' t COMPACTED SUBGRADE ! •5 J 1 L�Rh`7S _ I - ( 4 fl•� '1`§'I" ..._ ° _. ! . ..-._ _ .. ._ . _ — Gd'M * rF 144 \' �•y.y 'EVERGREEN TRS -EL ANTIN �nr' a h�otvs/ Py`Jt 1� �4 °.•,� L."'y N.T.S. ..:. `j L/C PI FLIn ."f LTU \ �\ E O! ' •f / t°" . . �i IhH - f ' „ 't I�d-')/-r s 1 - ggg 4 TC 1.39.7:1 139 15;,' It, t 3`. SAUCER. FORM W/ PLANT MIX 8L 13y 331 d 33.178E- a \ � e �/P I ? •_ . , '° 3...WOOD BARK MULCH \ 4 K. _ I /Y .DX- 9( ` PLANT MIX, MIN. 3" ALL. AROUND. •.: . 7 SET SHRUB AT SAME GRADE AS IN NURSERY t REMOVE BURLAP FROM '70P HALF OF BALL - _•. - ' ZZAND ALL NON-SIODEGRADEA13LE MATERIALS - _ 11 •. e COMPACT SUBSOIL, PEDESTAL TO I - # coNCRE PREVENT SETTLING. 6" MIN.BCx CONCiETE 1744 .. - a�iL' FINISHED GRADE 1,;� � „ r' I � I ��/ G , e • � .. .�L ...__ 1ra3d�Stivrt r�1 TL 14041 S ,. _ ... . COMPACTED SUBGRADE - I It It i IS I a/ .[.3}iCf#('r'' ,,.�.u.,.......r�': . . ._. .... ... .. � i � 1 > � uttardt�gdiP ' 1 g V ty,` c: '• ; '� SHRUB+ PLANTING III 1 , � a741a.G4 _ N.T.S. _- GRASS 1 ' Sofj 1 12J - H PS 1 " �1 \�- - ( - I - JH + O + + 0000 + 0 Ztd i I" NOTES t.( �k;jt � F 14:, ,5 � - -tcC fi vol e �'i c: r Ptr Sit ;, 14-ICC' "tom ra. . _ 5 7-VL _ y _ DESCRIPTION port eot moss and 1 art Bond with c V NO. DATE D PTION Tc 141 e i Plant mix shall consist of 3 ports screened loam, 1 p p FP 3-ICCS' prtV M 1 a srxPu,,,,,i 5 lbs. of suoemhosphote per c,y. of mix. Loom shell be no'turol, fertile and friable sandy ` • ~ FP loom with o pH of 6 to 7, 100 percent passing o 0 l inch sieve and 97 tb 100 percent daironcac crsdt F REVISIONS passing o 1/4 inch sieve. Loom shall be free of any other .sails, materials or toxins. ^•r , t HIHLAKIE.1Z pL. A-ZA w�- Fertilizer shall be complete and comply with all Fed,_ral and State tows. F-1 � rl•LRrlb Av�I�d�E For deciduois pionts - 10: 10: 10 (N: P: K) For evergreen plants - 5: 10: 10 (N: P: K) Gua y fi ALEM Mk For seeded/sodded areas - 10: 6: 4 (N: P:K: ) -Ir f-4i _ _ TC mu�n e' Attb�IC PLRzA 2EALT .. .. t,. I<4 a Thoroughly incorporate the appropriate fertilizer into plant Mix prior to planting at the _ -Ilk I{t✓ following rotes: PVAI4° ,. _ c'I ��°' pit Canc.CMcrRE6 - . shrubs under 4 feet toll 1 pound + UP L A N T '1- ]5 T shrubs over 4 feet toll 2 pounds i 9 D trees under 6 feet tall - 1 pound KEY' IISTY_ BOTANICAL NAME . 'COMMON �.NAME _ ;- -SIZE NOTES _ .. trees 6 to 10 feet toll 2 pounds :SHADE TREES, - P - CID ASSOCIATES INC. seeded over 10 feet tall 3 pounds R 4 A•CeFi ,RUBRUM t RED SUNS�"i1'r REG SUNSET-RED MAPLE 3%2" TO 4° CAL. 8 & 6 cowMeaclu d iNaPstnw otsicN I seeded and sodded areas see below FP q- FRAXINUS PENNSYLVANICA`5UMM1T1 SUMMIT GREEN ASH 3d/2" TO 4° CAL. B & B - 108 IlNCOW STREET Loom in areas to be seeded shall receive 20 pounds superphosphate and 25 pounds of the appropriate fertilizer per 1000 s.f, Add time as required to bring acidity to EVERGREEtb1 TREES BOSTON.- 2,MASSACHUSETTS, 0)4SC (bn asi-9609 pH 6.5. Lime shall be finely grounds agricultural Dolomitic limestone- with 85% total PAVING SPECIFICATION PS 9 PlILUS STROBUS WHITE PINE Col TO 81 HT. E5 E5 DATE I - 25. 9d CHECKED Illi ZDt DRAWN CHECKED carbonates. - (MINIMUM 3" TOTAL COMPACTED ASPHAI-T THICKNESS) I - 'SHRUBS Gross seed shall be as follows: PROPORTION PERCENT PERCENT NEW PAVEMENT SHALL CONSIST OF A 3' TOTAL THICKNESS OF - PM 13 PINUS MUCO MUCO MUCO PINE 18a',�(� 24" SPD. 6 &B trp ?1 R r GRAPHIC SCALE � 1-T � JOB NUMBER SCIENTIFIC NAME COMMON NAME HT PURITY GERMINATION AASHTO TYPE I (or equivalent STATE HIGHWAY SPEC.) I VL 25 u18URr`tUM DILATATUM CATSKILL T�KILLLINDENVIBURNAM .; a-O3 NT. B& B Javr- Poo protensis Kentucky Bluegrass 40% 85 80 BITUMINOUS CONCRETE APPLIED IN Two 1-1/2" COURSES OVER 2° a tm w j4 44 JIUNIPERUS HORIZONTALIS WIIII I SLUE RUG JUNIPER lt4T6 IV, 5PD, B &E „ No,G' T ^`$ Festuco rubra Commutoto Chewings Fescue 40% 97 80 A 9`CRUSHED AGGREGATE BASE COURSE, COMPACT THE UPPER IP TO , � f I Lolium perenne Perennial Ryegrass 20% 98 .90 12` OF PAVEMENT SUBGRADE, CRUSHED AGGREGATE BASE,- i VPT 5 VIBURNUMPLICATUM TOMENTOSUM DOUBLE -ILE VIBURNUM 3,-TO 4 HT.._ B 8ke } r PAVEMENT BINDER AND SURFACE COURSES TO 95 PERCENT f 1st F� } IGC 33 ►LEX CLENAMI `COMPACTA/ iIAPANESE HOLLY 18"TO 24" SPD. 8&8 c gt�� Nurserymen and/or the American of Association of Landscape Contractors govern unless otherwise specified. OF MAXIMUM DENSITY., AS DETERMINED FOR EACH MATERIAL S LLek4 20 44 ■■■�� The current standards of the American Association i 1 I p � BY THE APPLICABLE -TEST METHODS.. I _ - -- - -- li� I rI l - - - - - FIN. GRADE - FIN. GR : _ FRAME At COVER LEBARON .: FRAME t 001rtR LEBARON r. :..:•:. FRAME k GRATE LEBARON FOUNDRY - fOUNDARY CAT. NO. LK-110 _ _ .:. ; FOUNDARY CAT. N0. 1X-110 .,.•. - • OR APPROVED EQUAL - OR APPROVED EQUAL - - CAT. N0. LF-246 (4F1.) OR APPROVED EW/1L � - .• '. :: - FIN. GRADE ;, i - SLOPE ♦ . , `>. - i TIE RODS k LOOPS SLOPE 24 SET FRAME M FULL SET FRAME IN '•1": AS REWIRED •.° ----�• - MORTAR BED (TW.) MORTAR BED (TW. •,.. - .(HYDRANT SHONE} , �� - ✓��/�� _ ADJUST To GRADE WITH - . . : COURSES CF BRICK k - ADJUST TO rtRAOE raD1 SET FRAME IN FULL -- PRECAST CONIC. MH 2'-0 DIA' : • •, COURSES OF BRICK t - MORTAR (2MM.-4MAX) - 2--0 dA MORTAR (2MIN.-4NAX.) MORTAR BED (TYP.) FLAT TOP SECTION • O r •. • ASPHALT FIV MH. qJl . r �. r , ASPHALT COATING ADJUST TO GRADE WITH - . . . tn, S ( m (SANITARY MH. ONUS • • m Z = ECCENTRIC CONE SECTION z =' R •;. .. COURSES OF BRICK k . MORTAR (2MIN.-4M • : `• • '• • - b b' 12 .OR FLAT .TOP SECTION _ , _ ECCENTRIC CONE SECTION _ b o , 12' OR FLAT TOP SECTION • r r . : bj: ire BUM RUBBER JOINT m . . ,.GASKET (TYP) FLOW POC PIPE PRECAST CONIC. T T r RISER SECTION iti - • SEE SPECS - • - - E , • SEE H RUNGS RUNGSSPECS - : - WRAP-AROUND STEEL NG 571f1 PRECAST AS PER NANUFACT. - . PRECAST.AS PER MANUFACT. - - - RE MTO BANK r • • STANDARDS SUBMIT SHOP i . +_ • • .. STANDARDS SUBMIT.SHOP RESIRNNINC LOOPS- - 0 RING RUBBER _ m .. DRAWINGS v ' DRAWINGS JOINT GASKET ' . ,. '..,. .. •' - 4 BUTYL RUBBER JOINT z NEW DRAM PIPE Z - �5- •• GASKET (TIP) - - - 1 �6 INTO MANHOLE. - - v b b •', 4'-0' DIA. TYP . too . ' 4'-0' dA.:. (TIP)r o_ 4'-0' Du - •1 +,... . ' 8-0 DIA. WHERE .6'-0'.dA. WHERE ' + •:< U ;'. REWIRED .. ^,REQUIRED:.. - 5' MIN. y� ..•__ __ __. __ �_ _.. _. .. .. 1• ;: 5'MM ` S'MIN • t 5'MIN 5'MIN EXIST. RCP . <.. •`i • - =zI - EOPRENE SEAL ro CONFORM g ... . •.. ` ,, ..� DRNN PIPE :• ..•.: i7 • 5' MIN. b b .8 dA OUTFALL (SANITARY NM. CNh ) b b REMOVE SECTION OF : - - - pye� 0 IPE I I SL PPE AFTER NOTM, LAN MEW . ' . . • . _ 1' WASH lr r NH PLACE 1. THRUST BLOCKS ARE TO BE OF 000 PSI FRICTION CLAMPS IS IN • .• ., . 8I FLOW - ' FLOW MEANS, OF 6UFFlgENT1SIZEOAPPROVED INTEGRALLY PRECAST :• KEYED TOB CONCRETE ENVELOPE CONIC CS BASE k RISER .•• • • • < '. 1H - SECTION. SUBMIT MANU- 12' COMPACTED GRAVEL r r -z m FACTURERS SHOP DWGS. • OR CRUSHED STONE e ° ... •••rte ••� -. AND SHALL EIKTEND TO UNDISTURBED • 3' NN. � SUITABLE MATERIAL - - ::•• . ° . • (SEE SPECS.) r r r ° , •I SHAPED-BRICK INVERT : : ..., •. •... . . 2. CONCRETE IS TOBEKEPT CLEAR OF • r// , e . . •. s. . ♦ .• - (SANITARY NM. ONLY) - $' •• t' • • t •. • • - • ALL. NUTS, BOLTS, FLANGES k JOINTS ' /�Y�\/ �Y/\ //T ,•.{', • r••.: • -.r.• ••. ••.. r• _ -.3. BKEEP THRUST BLOCKS SEPARATED <, �• tir• r., 2' COMPACI'Ed GRAVEL , r - 5'MIN� J,• 2 COMPACTEd GRAVFI • r - • COMPACTED SUBGRADE OR . OR CRUSHED STONE •,•• r IDR CRUSHED STONE THICK CONIC. SLAB - . .. .,. .• •. r. . . .. , .. SEE SPECS • 'l. UNdSURBED MATERIAL r• r • SEE SPECS • r r°•• r r . •r REMF.'W/ /4 O 12' EW. COMPACTED SUBGRADE • / COMPACTED SUBGRADE yQTE< 1. PRECAST REINFORCED CONCRETE M.H. BAS, CONE OR UNDISTURBED MATERIAL ." _ : . OR UNDISTURBED MATERIAL ' AND RISER SECTION PER AS.T.N. C-478 NOTE, 1. PRECAST REINFORCED CONCRETE W.H. BASE, CONE NOTE: _1.-PRECAST REINFORCED CONCRETE M.H. BASE, CONE - WRAP-AROUND STEEL 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT - AND RISER SECTION PER A.3.LM.C-478 AND RISER SECTION PER AS.T.M. C-478 - RESTRAMING LOOPS TO WITHSTAND AASHTO H-20 LOADING 2. ALL PRECAST CONCRETE STRUCTURES TO BE SUFFICIENT TO -t_ .. 2 ALL PRECASTCOMCRETE STRUCTURES TO BE SUFFICIENT TO CONCRETE CONCRETED GATE AND BEND SHOWN WITHSTAND AASHTO H-20 LOADING :..WITHSTAND AASHTO H-20 LOADING ELEVATION VIEW TYPICAL CATCH BASIN (CB) TYPICAL PRECAST MANHOLE (MHS TYP. THRUST BLOCK & PIPE CONFIG. DETAIL TYPICAL OCAS -MANHOLE NH) - NOT TO SCALE NOT. TO SK;ALE ^ ' NOT 70 SCALE - (ON EXISTING DRAIN LINE NOT TO SCALE 1 � eMNT • EXPANSION JOINT4' CONCRETE SIDEWALKSAW WT EAST. BIL CONC PVJ'T 1' THICK CLASS I BIT. CONC TOP • CLASS i L CONK. PVM'T TOP STOP W.W.K HATCH lY W 6■6`W294.9 W.W.F.AFTER EXCAVATING TRENgi. COURSE TYPE I-1 EXISTING - -. COURSE I-i AT JOINT. � /PROVIDE HOT BITUMEN SEAL THICKNESS - 2' CLASS 1 BIT. CONQ PWT WHERE NEW BIT. CONC MEETS 1 1/2 TRICK CLA55 I BIL CONIC If GREATER BINDER COURSE TYPE I-1 EXIST BINDER•COURSE TYPE 1-1 THAN ATDIN - . EXIST. PVM'T.12' THICK COMPACTED GRAVEL INDICATED (ZVi' IN ROADS kLOADlNO AREAS) (TO REMNN) CONTROL ' BASE HOT BITUMEN SEAL F.---SANCUT EXISL .. • EXIST. PVJ'T I PVAI'T. 2'-0' MIN - 2'-0' MIN O Op 0 O —..{ COMPACTED , ° 000 12' COMPACTED GRAVEL BASE EXISTING , • ' 6' NIN 80°°o eo _ ° oo°a 6' MM o O O GRAVEL BASE T COMPACTED SUBGRADE OR UNDISTURBED MATERIAL _ 7 COMPACTED OR z UNDISTURBED MATERIAL � / I BRACE OR BATTER TRENCH TYPICAL CONCRETE SIDEWALK DETAIL WALLS A REWIRED FOR TYPICAL PAVEMENT JOINING SECTION # NOT TO SCALE NOT TO SCALE �5m o MA79NUN TRENCH WIDTH AT • 1 TOP OF PIPE-O.D.+2 - —PIPE AS PER PLANS FINISH GRADE VERTICAL GRANITE OR SEE SPEC FOR CLASSIFICATION (SEE PLAN) PRECAST CONCRETE CURB - 1• ' I I 6' REVEAL PAVD04T N. GRADE) _ - ' INITIAL NOTE: BACKFILL — BEDDING HAUNCHNC AND INITIS_ SIT. CONK_l BITUMINOUS CONCRETE ' BACKFILL SHALL BE SAND/GRAVEL 8. 'TOP COURSE .WITH 100% PASSING A 1" SIEVE 1 COMPACTED TO 85S(MM) PROCTOR 18• - _...:,.:,:__., ' 11 HAUNCHNG 2/3 D. DENSITY. AASHTO T-99 OR • CRUSHED STORNE SEE SPEC • o f ' • 0 0o z��o3�- BIT. CONC. BEDDING 6' MIN ', , . -/o Co BINDER COURSE - SEE SPECS O COMPACTED SUBGRADE e OR UNDISTURBED MATERIAL JJ GRAVEL BASE LCOMPACTED SUBGRAME OR 4 TYPICAL TRENCH DETAIL UNDISTURBED MATERIAL 2 NOT TO SCALE TYPICAL VERTICAL GRANITE 1 PRECAST CONCRETE CURB DETAIL NO. DATE DESCRIPTION NOT TO SCAiLE REVISIONS IzET,�KIL STORES HICxNLF4NDER PLAZA FIK,w1•LAC AVENIM SALEM.MA, FM i4r44-AMER PLAZA REALTY TMT M SITE DETAILS { w . o CID ASSOCIATES INC. COM7@1tC1AL k INDVSTIilA1 DLSmN - 106 LINCOLN STREET i O - - - BOSTON. MASSACHUSETTS (61'1) 451-9m -I .- p - n DATE 12/23/93 SCALE NONE 04 W - - - - _ - DRAWN PFP CHECKED RDA t-4 ,. ... 93227J.00 Z w JOB NUMBER a m a � . Z j m a 0 I Certificate No: 578-08 Building Permit No.: 578-08 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at Dwelling Type 0011 TRADERS WAY in the CITY OF SALEM - --------------------- ------------------- - Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR NEW COMCAST PAYMENT CENTER This pernut is granted in conformity with the Statutes and ordinances relating thereto,and . expires _ ................. unless sooner suspended or revoked. Expiration Date -- Issued On:Mon Feb 11,2008 ----- -- 4 - - - ------- GeoTMS®2008 Des Lauriers Municipal Solutions,Inc. ----------------------"""-""""-------------------------'---------------------- �.CONiNT� V YSpYE AD � CITY OF SALEM BUILDING PERMIT 0011 TRADERS WAY 578-08 GIS#: 110268 COMMONWEALTH OF MASSACHUSETTS Map: 108 Block: CITY OF SALEM Lot. 0126 Category: TENANT FIT-OUT Pert# 578-08 BUILDING PERMIT Project# JS-2008-000860 Est..Cost: $65,000.00 Fee Charged: $720.00 Balance Due: $.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Expires Use Group: . - BRADY OFEY CONSTRUCTIO SUPERVISOR-60335 Lot Size(sq.ft.):.. Zoning: Owner: HIGHLANDER PLAZA REALTY TRUST Units Gained: Applicant: HIGHLANDER PLAZA REALTY TRUST Units Lost: AT: 0011 TRADERS WAY Dig Safe#: ISSUED ON: 14-Nov-2007 AMENDED ON: EXPIRES ON: 14-May-2008 TO PERFORM THE FOLLOWING WORK: TENANT FIT UP FOR NEW COMCAST PAYMENT CENTER POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbine Buildine Underground: Underground: Underground: (( Excavation: Service: /// Meter: �\ /6x Footings: Rough:��/;70/07 � Rough: I Rough : �} 7/ /1%IM1{'NI/ Foundation: Final: ' i an 1: J \�—� Final• V t- 4 Rough Frame: Fireplace/ h' ney: D.P.W. Fire Hea QQQ, --- Insulatio Meter: Oil: v"Oo", GHouse# Smoke: /-/6Fin14Tusurry: -�— u Water: Alarm: - Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIO ATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING - REC-2008-001054 14-Nov-07 2407 $720.00 'Call for Permit to Occupy GeoTMSB 2007 Des Lauriers Municipal Solutions,Inc. dJ D a 4' YSpYE AO r(� CITY OF SALEM BUILDING PERMIT Certificate No: 31-2004 Building Permit No.: 31-2004 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the BUSINESS located at --------------—-.-------— — ---- ----------------- Dwelling Type 0002 TRADERS WAY 10 in the CITY OF SALEM - ------------------ - -- --------- - ----------- ----— ——---- ------- Address Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY TEMPORARY 30 DAY CERTIFICATE OF OCCUPANCY This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date v Mnl Issued On: Thu Oct 16,2003 ----- -- 1 ----------- GeoTMS®2003 Des Lauriers Municipal Solutions,Inc. - - ----------------------------------------------------------------------------- CITY OF SALEM BUILDING PERMIT 0002 TRADERS WAY 10 11 31-2004 X671 �* R7 COMMONWEALTH OF MASSACHUSETTS Map: C08 CITY OF SALEM 'Block: -J-- --- - - - iL t 10129 _ , .Permit: Building ; BUILDING jCategory: 437 Nonresidential:ad $LJ ILDING PERMIT Permit# 31-2004 Project# IJS-2004 0054 ;Est Cost: I$800,000 00 ,Fee: 1$8,005:00 PERMISSION LS HEREBY GRANTED TO: Const. Class: — 'Contractor: License: Use Group: i R.E. CRAW FORD Lot Size(sq.ft). 178596 _ Owner: HIGHLANDER PLAZA R';AI.TY TRUST Zoning: IB2 ,Applicant: HIGHLANDER PLAZA REALTY TRUST Units Gained:, ; AT: 0002 TRADERS WAY 10 Uints Lost: - - --- ---�, ISSUED ON: 14-Jul-2003 AMMENDED ON. EXPIRES ON: 02-Jan-2004 TO PERFORM THE FOLLOWING WORK: 31-2004 INTERIOR RENOVATIONS TO HAVE A PET STORE \V/VETERINARY AND GROOMING SERVICES. POST THIS CARD SO IT IS VISIBLE FROM THE STREET [Electric Gas Plumbino G� Builderj µ_n Aw Underground: 7 p'�,IUnderground: oun f� Excavation: k rt. � �I Service: Meter: t� �a.L� • q� olds Footings:I f t4 w4ev-1 r, �(X -1-L, Rough: /lam V . Rou Foundatia : Final: 'n Final: FinaRough Fra aah'�". Fireplacr.'Ckintney. T i ' D.P.W. Fire •G• Health Insulation: Meter: ()il: Smoke: Okl House �/�0 p Final: Water: Al., :Sewer: Sprinklers: THIS PERMIT MAYBE REV JKED BY THE CITY OF SALEM UPON Vly)LATION OF A, Y OF ITS RULES AND REGULATIONS. T/2 7' rIl „7 te^� jq_ Signature: /_•��,_,_ Fee Type: - Receipt No: Date Paid Check No: Arnow& BUILDING RLC-200-I-000056 02-Line_: --.— '05456 $8,005.0:: - - Gcol'MSP 2003DesLauriers Municipal Solations.Inc. �6 ( ammnnw-CUR4 of Aajosar4unrth CITY OF SALEM ve In accordance with the Massachusetts State Building Code, Section 108. 15, this CERTIFICATE OF INSPECTION rl...1A�We S SUPERI4ARKE"FS is issued to s 7 (UrtitH that 1 have inspected the premises known as SHAW, S SUF1EF01ARK1:-T Z1D1. 1 TRADE.-RS WAY butted at in the city of Salem County of Essex Commonwealth of Massachusetts. The means of egress are sufficient for the following number of persons: - / BY STORY i Story Casv� �Cx cs� ssl$ wf,Ys�r'isGc Capacity C &SCs765G s37F57sC�5F:5x51$S*FS S6 f� Capacityb Story DUSINESS — B BY PLACE OF ASSEMBLY OR STRUCTURE Place of Assembly Place of Assembly or Structure Capacity Location or Structure Capacity Location A- 3/hi 3010 1E;T FLOOR 017!3:i--1996 171 e,./!7)1 i 191)E.5 Q!tr/lT 1 / 1.')99 Certificate Number Date Certificate Issued Date Certificate Erpires Building O ' icia The building official shall be notified within (10) days of any changes in the above information. Tis o�� co2^!oNNEALTH of "_ASSACHDs'T+S 0"eo Q A CITY OF SALE'S F "-" APPLICATION FOR CERTIFICATE OF INSPECTION /l6 Date 2-�1-q$ (� Fee Requires"fps zoo ( ) No ree Reouired In accordance with the provisions of the Massachusetts State Building Code. Sect 108. 15. I hereov appiy for a Certificate of Inspection for the below-named premises located at the following address: Street S Number 1 AQ Name of Premises C3HAV3-) '2Mn ke�/ Purpose for which Premises is used 2P.Aca11 6 -bCe2-V License(s) or Permit(s) required for the premises by other Governmental Agencies: License or Permit Aeencv 1 iCen sett ��)erzy s}Dc1c M_A QV E� Fowlg, o Aa� r4i t Sale C> �oS i PA oto. F�)� tf GAJ t�7�ll;fe Pear. }t, �derG-{e �� e��li'r�r�"t C��-� � saleM 6oaru► � HeG�+t, lr(e.a)P }n sc ( horwt _ _ ,.,t r,AVDiu, ST-4�O j Certificate to be issued to: '--)HAs h Su4ercN4&P�--i Address: I I TRAOi5W (�1Ay `Tern .,n� b),jM Owner of Record of Building: (147 A k _q ,'ec.)-r Address: loob L4tkwoilol !1A, iL4 J. o3o2 Name of Present Holder of Certificate: Nie of Agent. if army. . . -2 STai2e' /�A�A�rE2 Signature of Pe son woo= uert_ficare TITLE p Ls issued or hisiber authorized agent r112L4,14V 27 19' DbLte INSTRUCTIONS: Day time phone I. Make check payable to: The City of Salem 2. Return this application with your check to: Insnector of Buildings. Citv of Salem Building Devarrment. One Salem Green. Salem. MA. 01970. PLEASE NOTE: 1. Application form with required fee muse be submitted for each building or strocrure of part thereof to be certified. 2. Application 6 fee must be received before the certificate will be issued. 3. The building official sball be notified within ten (10) days of anv change is the above information. 9C�' CERTIFICATE I ✓ ` EXPIRATION DATE: Z1, oa ICatSl�y( 7 � PERIODIC INSPECTION REPORT This form is to be completed each time a Periodic Inspection is made. At the time a new Certificate of Inspection is issued, a notation indicating that the fee has been paid will be made to Application Form prior to the new Certificate of Inspection being issued. Any changes since the last inspection are to be added to the file card of the premises. Street & Number RA-t1E2_ WA-� jj Name of Premises �jd�Al,�S Skn�%/W�172��TS 1�,Lr Certificate to be issued to: SHHvSS Sfr f�M\1f�c/2r- it� Address — 6LOL� L' 'IA 5-66`7� /'YA �/.7+ / 71�� Owner of Record of Building l i L 1110(0 RVA SLG X 12u5d Address 1060 M l beC>2652� ,]�e UJs2 n Purpose for which premises are used �EAa IN I Changes since last Inspection (required on file card also) 1. 2. 3. 4. 5. Date Order Issued: Order Issued To: Address Date Violations Corrected: REMARKS: I have this day inspected the above premises, and the same conforms to the pertinent requirements of the Massachusetts State Building Code and the rules and regulations pursuant thereto. Date Building Official l Date Issued: Certificate Date Expires: Recommended Next - Inspection• �Il�r (10mmnnurMO of Ansssr4uOrt#s x CITY/TOWN OF b In accordance with the Massachusetts State Building Code, Section 108. 15, this Y y CERTIFICATE OF // INSPECTION isissued to . . . . . . . . . . . S.h..lv. fs. . . . . . KfJ L. . ... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ITertif1g /that I have inspected the. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .known as. . . .:544 ?L:!5. . .'S..�&,Y`?7r/Q'� 7— located located at. . . . . `./. . .?/'`9 ITA�'.y . . . . . . . . .in the. . . . . . . . . . . . .of. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County of. . . . . . . . . . . . . . . . .Commonwealth of Massachusetts. The means of egress are sufficient for the following number of persons: BY STORY Story Capacity Story Capacity Story Capacity Story Capacity BY PLACE OF ASSEMBLY OR STRUCTURE Place of Assembly Place of Assembly or Structure Capacity Location : : or Structure Capacity Location /9_3 Certificate Number Date Certificate Issued Date Certificate Expires Building Official The building official shall be notified within (10) days of any changes in the above information. = r ii4e Tommnnwralt4 of Ansour4usrib 41 o CITY OF SALEM y� In accordance with the Massachusetts State Building Code, Section 108. 15, this CERTIFICATE OF INSPECTION is issued to NORTH GFIORl:::: DANK ] (U I rtifU that 1 have inspected the premises known as NORTH SHORE: HRNK 0011 '1'RADE::RS Wf1Y located at in the city of Salem County of Essex Commonwealth of Massachusetts. The means of egress are sufficient for the following number of persons: - BYSTORY 7G76757576�S�SG�76�s�'1�%Sffi7S'X.7F7G K��%167iY✓7L5$7r75:��71:�7K�7G'.� Story Cam �Cww �wl�s�stR5dxxis Capacity Story CSs6bS55S% � 7G Capacity BY PLACE OF ASSEMBLY OR STRUCTURE _ Place of Assembly Place of Assembly or Structure Capacity Location or Structure Capacity Location 00213 -1990 03/l+:I./ 1990 03/01 /1999 Certificate Number Date Certificate Issued Date Certificate Expires Buildin fficial The building official shall be notified within ( 10) days of any changes in the above information. 6G CommoNNEALTH OF YASSAVMSZ= �rCOn CITY OF SALEM l00c`�C APPLICATION FOR C=1FIULTE OF I $ ION 9 Date / (r� Fee/- equ®ed S Q dU ( ) No ree Required In accordance with the provisions of the Massacausetts State Building Code, Sect 108. 15, i hereov apply for a Certificate of Inspection for the below-named premises located ac the following address: Street b Number ®®(,(Af3�-f Name of Premises QiL Purpose for which Premises is used L License(s) or Permit(s) required for the premises by other GOverumenrai Agencies: License or Permit A¢enev Certificate to be issued to: �j7y� //7�� } 1 { /� /(� Address: �c/� / / 6C ASG!' Wt4 SCZ' k NIQ. 6! ! 7Q Owner of Record of Building: F21-0g. � g r Address: LI /.� Eic.f-' � Li v�Ne k 4Z m ?o Name of Present Holder of Certificate: Name of Agent. if any. . . ,9#11ature of Person co waom uerti:icace T ^TLE issued or hisiher autharzzea agent ///7 y y —� /'D /tae ,/ _ INSTRUCTIONS: Day time phone 1 ry - �,� I. Make checic payable cc: The City of Salem 2. Return this application with your checi to: Inspector of Buildings. City of Salem Building Department. One Sale= Green. Salem. MA. 01970. PI.FISE NOTE: 1. Application form with required fee must be submitted for each building or structure of part thereof to be certified. 2. Application S fee must be received before the certificate will be issued. J. The building official shall be notified within cen (10) days of any change in the above informaarli�on. �TIFICATE 1 4 J r ` V EXPIRATION DATE: l o r!i ( �-P/ aF�� PERIODIC INSPECTION REPORT This form is to be completed each time a Periodic Inspection is made. At the time a new Certificate of Inspection is issued, a notation indicating that the fee has been paid will be made to Application Form prior to the new Certificate of Inspection being issued. Any changes since the last inspection are to be added to the file card of the premises. Street & Number Name of Premises 6 b--;'I'J Certificate to be issued to: /)'5'7-k. 5A i G g",;''U Address f/ 7' -4b- ,51 1Jf� 5'1LEo. � Owner of Record of Building iJ-LiS Address // �,n,2 r 'jcL , M!2 © / P 7 c Purpose for which premises are used Changes since last Inspection (required on file card also) 1. 2. 3. 4. 5. Date Order Issued: Order Issued To: Address Date Violations Corrected: REMARKS: I have this day inspected the above premises, and the same conforms to the pertinent requirements of the Massachusetts State Building Code and the rules and regulations pursuant thereto. 17- k- Date Building Official Certificate U �j ' a Date Issued: ? t Date Expires: d h Recommended Next Inspection: -Ff ../C. 0- COPY ;.�llw0171 ,. CERTIFI ATE OF OCCUPANCY CITY OF SALEM Issued. +1" . Permit H: f SALEM, MASSACHUSETTS 01970 City of Salem Building Dept. �B- DATE_JANUARY--05--IJ ria --.. PERMIT NO. J ADDRESS_63—RESFIlV� .-P—A R .RK—DRT nPPucnNr_MACLEIID�_RCTIHERS i oine ICENSEI (NO I (STREET) CITY ROCKL©N STATE_MLS_ZIP CODE_0E-�7FIT TEL.No ' T 7—F37 NUMREROF w0 1 sroavifalVKISUPERMARKEI DWELLING UNITS PERMIT TO-ALTERJN (PROPOSEDUSE) (TYPE OF IMPROVEMENT) ZONING DISTRICT Aa AT(LOCATION)_QI.021 TRF�D.ERS—LIRY� -- AND -ER - BETWEEN (CROSS STREET) (CROSS STREET) LOT SUBDIVISION MAP 17JB- LOT-0-126 BLOCK SIZE_�3..-G6.�3C-RES BUILDING IS TO BE FT.WIDE BV FT.LONG By_FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS:—F-ERI'A I-TSO--RENOILATE--N :W—Dt)IVN.IN(:U—F-JRE:Q 2-NSIDE—EX-IS-IlI.NG—SURERMQEN Er I .. E. -1 PERMIT@ AREAOR ESTIMATED COST 4(j�_IzlQjl�j- FEE W--2-98-JZeL VOLUME ICUOiGSOUARE FEET) OWNER_SHgWS—SURERIYIARKE- BUILDING DEPT. ADDRESS_1-I TR44 DE RS—WAY Cftp of ba lem, Angubuattg Public Propertp Mepartment Nuilbing department One 9ialem drern 745-9595 aCxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer April 20, 1990 Shaw's, Inc. 293 Highland Avenue Salem, MA 01970 Gentlemen: Please be advised that this office is aware of your planned 24 hour operation. In the City of Salem, the hours of operation of retail establishments are governed by Ordinance. A copy of the Ordinance is attached hereto. I would strongly urge you to immediately take all necessary steps in order to seek the approvals required. I would suggest this be accomplished within the next 30 days. Failure to obtain such required permission would, of course, necessitate further action by this Department. The City of Salem tries to cooperate with all businesses in the City. However, we do require compliance with existing Ordinances. If we can be of further assistance, please do not hesitate to have you or your attorney call me. Sincerely, William H. Munroe Inspector of Buildings WHM:bms Enclosure (1 ) cc: Mayor Harrington Councillor Furfaro .'fA.CO�Uiy, BOARD OR ASSESSORS 77�qqq�qq 93 WASHINGTON STREET CITY HALL. SALEM, MASSACHUSETTS 0+970 (jYQ,,l 'k 595 Ext: 261 `. eS s� v June 21, 1989 Mrs. Josephine R. Fusco City Clerk City of Salem Salem, MA 01970 Dear Mrs. Fusco: Please be advised that the previous assignment of the address of 7 Traders Way to the proposed Shaw's Supermarket to be built adjacent to the exist- ing CVS Drug building is hereby rescinded. Street addresses for the proposed commercial buildings to be built by the Fafard Companies along Traders Way have been assigned as follows: Small retail building 1 Traders Way on northwesterly side of Traders Way at Highland Ave. / 'Shaw's Supermarket 11 Traders Ways/// I n northeasterly side of Traders Way Strip stores attached 9 Traders Way to Shaws Strip stores opposite 20 Traders Way Shaws on southwesterly side of Traders Way Somerville Lumber on IZ-50 Traders_Way southwesterly side of Traders Way�t First Street Ver it � u y yours, Peter M. Caron Chief Assessor cc: Joseph J. Leccese, Postmaster Chief Joseph F. Sullivan, Fire Department Margaret R. Hagerty, Principal Clerk, Water Dept. 1,4illiam H. Munroe, Inspector of Buildings Engineering Dept. , City of Salem Mr. Ron Killian, The Fafard Companies 290 Eliot St. , Ashland, MA 01721 ��9'16 G��RF�R�,RSHLRNT? FR<4kf,17_QQ1-6231 Feb 22 ,89 1$ :59 NpP�2i6 P 02 =1f9 r 8 f �Citp of #Pa[M, ggacchugettg Sublie Propertp department PuRbing Department ene,64um often William H. Munroe 745-9306 fftt, 900 ` Virector of Buildings Property 3 nEnforcernen tOfficer # February ??, 1989 I s phe Fafard cumpani(ia 290 111 o ,Street Ashland, Massachusetts 01721 oentlement Th connection with Lhe prrocedurea t0 be followed on tho application for the building permit for the propuaau Sttmwia 5upermark0t, I can advise as folluwar On February 2, 1964 a subdivlsen plan was approved )aying out Traders Way andrehowing the Soncrat outline of the area. PUD approval for the entire area came on March 15, 1984. A Highland Plaza approve) which shows the two buildings on the site plan titaL hae been submitted Waa approved on 1anuary 3, 1995 by the Planning Board, The FaVard Companies have proceeded diligently on all of 1� those to erfotheir work thathaverbeensissued, In connection with rthelHighlandCPlaza the speial armlly Approval relative to the proposed UAWIR building and Heartland ug, 1 All Of the parking was installed eo Lhat all of the number or spaDr Lor ces 1 Gnat are required for both buildings are there anti axuaad required number by Aome thirty to forty. All of the utility 11nea have boon put in for both builgingf, A.1.1 nr Lhe subsurface work hae been done. All os' the site work has been cOmp.leLed and land- ACAping has been pretty much competed for the whole area of the 1 Atte pian; paving is in place for the entire area, The double found- Ation wa33 between the two buildings ties been constructed. Therefore, an application for a building permit for the prvpuaad , ahewla when filed that complies with our' prucadurraa fur insuanae of n a lding oPethe buil.ldinglshownlasll'utureibui )dingronttheing aitespian for y1gh16ndtion Plaza approved on January 3, 1905. Very truly yours, 0001 �w William H. Munroe �04� Inapector of Building$ �tlMtbms O1�rtOrrdr, 0�rr CET t Zq 9 03 A�9 '89 1,11L,vE0 EM,MASS, CONSUMER VALUE STORES Division of Melville Corporation October 23 , 1989 City Hall Building Department 1 Salem Green Salem, MA 01970 ATTN: STEVEN SANTRY RE:~ CVS.. #1.025 - Salem, Mr,' Dear Mr. S antry, For your information, enclosed please find Architect Field Report #2 for the above mentioned location. If you need additional information, please do not hesitate to contact me at 1-800-444-1140, ext. 5240. Sincerely, ��Q lam"'"- � tOA16l Chris S. Schell Project Manager Enclosure ONE CVS DRIVE • WOONSOCKET, RHODE ISLAND 02895 0 (401)765-1500 ARCHITECT'S OWNER ❑ JOHN D. TESSAOLIA ASSOCIATES FIELD REPORT ARCHITECT ❑ CONSULTANT❑ e.e !WTN II[LO /.V[N V(.LINCOLN,eNoe( uuN a AIA DOCUMENT 6711 FIELD ❑ PROJECT: CVS # 1025 Salem, MA FIELD REPORT NO: 2 CONTRACT: ARCHITECT'S PROJECT NO: 1025-A DATE 13 Oct. X89 TIME 10:00 a.m. WEATHER clear TEMP. RANGE 65°± EST. % OF COMPLETION 98% CONFORMANCE WITH SCHEDULE(+, —) + WORK IN PROGRESS PRESENT AT SITE none none OBSERVATIONS 1. Staff tread at office stairs have not been installed. 2. CVS Exterior Sign not centered over Store 3. CVS Sign at Highway is not connected - per manager 4. Music System not operating - per Manager 5. Ceiling at overhang over Glass has broken loose from edge strip. 6. Backroom wallboard has not been painted. 7. Patch up Resilient Floor in backroom at five (5) locations 8. Pipe Stubs near columns should be cut at floor level for safety. 9. A/C drain in back of Pharmacy looks temporary - this should be connected to waste at sink in Pharmacy. 10. Underlavment at Pharmacy floor has broken loose - see Pharmacist for location 11. Ductwork in backroom incomplete ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: John D. Tessaglia AIA DOCUMENT 6711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION AIA® • ® 1972 THE AMERICAN INSTITUTE OF ARCHITECTS,1733 NEW YORK AVE, NW, WASHINGTON,D.C.20MG page 1 of 1 paps Michael A.Cassavoy James G.Jacobs John F.King,Jr. Edward L.Schlossberg Comm AL DESIGN ASSOCIATES Principals n t-- July 11 , 1989 r- a, cn n >I In � z Mr. Stephen Santry rr-n.z F Assistant Building Inspector M O w L3 City of Salem a One Salem Green rn N Salem, Massachusetts 01970 Q0 Re: Construction Control Report #1 ) Permit #252-89 . Shaw' s Supermarket f CID Project No. 88161C Highland Avenue Salem, Massachusetts Gentlemen: Our full time clerk, Mr. Edward Kelly, and the writer have inspected construction in progress at the above referenced project and have found work in general conformance with plans and specifications approved for construction. Shop drawings for work in place have been approved and quality control of soil placement is provided by a full-time soils engineer, UTS of Massachusetts , during fill operations . As soon as soil reports are completed, they will be forwarded to your office . This report is issued for compliance with requirements of the Salem Building Department and Section 127 . 0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours , ID ASSOCIATES , INC. Michael A. Cassavoy, (- .E. 30166 Principal MAC436/dar cc: Mr. Jeffrey Anderson, Shaw ' s Supermarket Mr. Joseph Trollea, The Fafard Company Mr. Chris Jachowicz , The Fafard Company Mr. Edward Kelly, CID Associates Engineers/Designers/Planners CID Associates,Inc.,108 Lincoln Street,Boston,MA 02111 (617)451-9609 U U TTTTTTTTTT S S S U U T S' S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL. FIELD REPORT DATE 07/06/89 c Building Department Job._.No.—UTS_6953 Mr. William Monroe Project Shaw' s, Salem, MA I Salern Green Contractor H. A. Fafzr•d &-Stns Salem, MA 01970 WEATHER: C:1_�rdy PURPOSE: To observe footing excavations EQUIPMENT OPERATING: One 2358 excavator, two dump trucks SUMMARY: The site was filled and graded by Fafard at least three years ago. Broken ledge was used in fill. In areas where this rock is en-- countered a layer- of gravel will be placed over, it in the bottom of the footing. The site was test pitted by G. Z. A. Associates and footings designed for' these conditions. Footings excavated during this inspec- tion was line F. 7, l0-1.3. All footing excavations to be compacted at a later date. n C T;0 V r m o rn n 1'.1-,rr 00 z Mr-;;: N m yr o C3 3� m n x � H CS H C= INSPECTOR: DL Min day + 1 hr trvl U T S OF MASSACHUSETTS, INC. Reviewed N/ By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL- FIELD REPORT DATE_ 07/10/89 1 Building Department Sob. No. UTS-8953--------------_ M . William Monroe Project �haw's,_Salem,,MA � 1 SaleGreen Contractor H. A. Fafard R Sons Salem, MA 01970 WEATHER: Rain showers PURPOSE: To observe excavation and compaction of footings EQUIPMENT OPERATING: One 2358 excavator, two dump trucks, and one small two-drum vibratory roller SUMMARY: Footings were excavated from line 16-D. 5 to 1.6A and A. 4, 16-14- 2. All footings were excavated 1. 01 low to accomodate 1. 01 of gravel at base. The footing base along F. 7 line and 16 line was compacted. Gravel from Fafard' s Reading site is being stockpiled here. The con- tractor was advised that this material does not meet the project spec- ifications. The fraction passing the #200 sieve exceeds the specifi- cation by 2%. � L c � E o 4 r- - w`' Co z am rn< ry n ,y m yr C1 C) v m a � (n -� N N o= INSPECTOR: DL. Max day + i hr tr•vl U T S OF MASSACHUSETTS, INC. Reviewed By: Michael Deshler U U TTTTTTTTTT S S S , U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL. INSPECTION REPORT DATE 07/11/89 3 Building Department Job- No.— UTS-8953 Mr. William Monroe I�VrojectShaw?s,—Sa1em,_MA I Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 9. 9 130. 6 127. 5 97. 6 2 11. 0 130. 6 124. 9 95. 6 n r -4 r m < C m � rn m< N M yRl Vl p LOCATION: ELEVATION: ui C=9 Test ##1 - Footing F. 7-14. 3; 133' Test #2 - Footing 14. 8-A; 129' Weather: Clear Equipment operating: 1 excavator, 1 bulldozer, 1 backhoe, 1 dump truck, 1 small double drum roller Summary: Footings were excavated from line A. 4-14. 2 to A. 4--13. 5; the base of the footing was compacted prior to placement of 1. 0' of gravel. Two compaction testa were requested by Shaw' s representative despite the fact that the site was backfilled previously with a mixture of broken ledge and silty material up to a depth of 301 , according to the .job superintendent. The degree of compaction below the top 6" of the footing excavation is unknown. The locations were selected by myself in areas with the least amount of broken stone. The footing was ex- cavorted today at line A. 4, 14. 2 to 13. Gravel was placed in 1. 0' lifts in all F. 7 line, line 16F. 7-A. 4. INSPECTOR: DL- Max day + 1 hr trvl U T S OF MASSACHUSETTS, INC. Reviewed By: Michael Deshler Sr� i � 1 I . yy (n C„ lA PROP 00 CD ss S• r ' , 3 -i ROOF DRA N 1� 5 K 8 F y 7ER w 134.5 PROR�sED SUpEftM06,1:�KET POOTPRINT- 47 837 + SF l MEZZ�.N N�= IBZS - SF PROPC o 0 N FIr�. FL. 1=L. = 138. 5 t3¢.�s �,, s R•t34.3: z 0 -�1 > y 134.5 Ns_ m ` .t :. C 134. 5 —I PROP �i s Y 01 Y /r r= i32.o�., PROKbS�t� RETAI I L 4 GLDI F76.Fool TOfRES - z PR I NST +15 X20 : S F DO". 1vATER � co TI R<13 ZD ��ti) m , 133 00 C) 2 � 1 CID ASSOCIATES, INC. MINUTES OF MEETING N0. 3 PROJECT: Shaw ' s Supermarket - Salem , MA LOCATION: Jobsite CONTRACTOR: The Fafard Companies DATE: Julv 5 , 1989 OWNER : Shaw ' s Supermarkets , Inc. CID Project No. 88161C DESIGNER: CID Associates , Inc . FROM: Michael A. Cassavov, CID Associates , Inc. ATTENDEES : Stephen W. Santry Salem Building Department Asst . Bldg. Insp. Rich Torres The Fafard Companies Project Manager Chris Jachowicz The Fafard Companies Superintendent Michael Cassavoy CID Associates , Inc. Project Manager Ed Kellev CID Associates , Inc. Clerk Bill Crabtree UTS of Massachusetts Soils Engineer Robert Prosperi Lynn Sand & Stone Co. Vice President John D 'Antonio Lynn Sand & Stone Co. Sales Al Gorham Park Steel Co. Project Manager Roger Babeu Build Safe Erectors Donald Jones Build Safe Erectors PREFACE o The next meeting is scheduled for Tuesday, Julv 11 , at 9 :00 A.M. TOPICS DISCUSSED 1-1 An electric disconnect may be required for each sign letter. Check the "National Elec. Code" Action: Each letter will come with disconnect furnished and installed by the sign subcontractor. 1-3 A separate trailer for the clerk will be at the site the week of July 11 , 1989 , with power and a telephone . The fax machine will be located in the Contractor ' s 'trailer . Fax No. (508) 741-3916 . C� c 1 r o w ry r 'n m x`"ir7 Ca Z r— m�: no y � � 1 of 5 1-5 All shop drawings are due 45 days from June 21 , 1989 . There may be problems subcontracting all trades within 45 calendar days . Schedule of must items : Structural Steel : Park Steel due 7/13/89 Plumbing: (no sub-contractor) HVAC : (no sub-contractor) Electrical : (no sub-contractor) Fire Protection: (no sub-contractor) Tile : (no sub-contractor) Jeff Anderson at Shaw ' s will determine critical items with Fafard. 45 days will not be waived. Action: Rich Torres (25 days remaining) 1-8 Fafard shall submit Insurance certificate to CID and Shaw' s for review. Builders Risk is not required. Action: Rich Torres - due 7/7/89 1-11 Pre-cast refrigeration pits may be used in lieu of cast in place . Action: Rich Torres to advise . 1-13 "Notice to Proceed" letter should be provided. A letter from Sandra Doran , Esq. will be sent within 15 days of receipt of "Letter of Pricing" . $53/pricing budget will be confirmed within 2 weeks by Fafard. Action: Joe Trolla/Jeff Anderson 1-14 Refrigeration, chests , cases , and shelving furnished and installed by Shaw ' s Sub-Contractor will be coordinated with the Contractor. Shaw' s will provide a Salem construction schedule from a similar project to aid Fafard in preparing the schedule for this project. Action: Rich Torres to advise which system to use . Draft due 7/11/89 . 1-15 Project Safety Meetings shall be held at the site. The first meeting shall be held as soon as possible . Dave Smith (Fafard Safety Officer) will hold site safety_ meetings . CID advises that this is a hard hat job. Hard hats shall be worn by everyone in the construction areas . 2 of 5 1-16 Plumbing, mechanical , electrical , roofing, and quarry tile trades will require a pre-construction meeting. Sub-Contractors , Contractors , CID, Testing Agency, and Clerk will be at each meeting. 1-18 The location of Fire Alarm, Electric Power, and Telephone connections will be verified by the Contractor. Action: Rich Torres and the Electrical Sub-Contractor will coordinate. 1-20 The parking lot restriping requirement was reviewed. Fafard does not want to restripe in front of the Shaw ' s Market. Action: Jeff Anderson and Sandra Doran will resolve with real estate . 1-22 Plans and Specifications will be updated to include several small changes . Action: CID to prepare and review with building department 7/6/89 . Set shall be submitted to Fafard 7/8/89 . 1-24 The fire protection subcontractor selection is critical. Selection should be as soon as possible. 2-1 Fafard will submit site plan for review for retail stores to the planning board 7/7/89 . Most current site plan will be presented. 3-1 Pre-concrete meeting was held with Lynn Sand and Stone Co. The following items were questioned for review by CID for the concrete supplier. Specifications 03300-5 , A. Would like to use Type 2 concrete in lieu of Type 1 concrete. "Type 2 Acceptable" 03300-5 , B . Would like to use W.R. Grace admixtures in lieu of Master Builders . "W.R. Grace Acceptable If Equal" 03300-9 Table "A" - the water cement ratios and percentages of air in the concrete appear incorrect . Please advise. "Use Water Cement Ratio Specified" 3 of 5 3-2 Concrete cylinders will be taken as specified in the project manual . A 4" slump will be the maximum for slabs on grade. 3-3 Admixtures will not be permitted except where specified or in writing in advance. 3-4 Pre-steel meeting was held with Park Steel and the erector , Build Safe Erectors . Schedule of steel shop drawings and deliveries was revised and is outlined in Schedule below. 3-5 Steel joists are on a fast track . Joist sub-contractor will be Vulcraft . Bob Crabtree may be required to inspect joints in fabrication. Action: CID to advise. 3-6 Masonry may begin before steel . Steel columns should be shipped early to be erected in walls to receive masonry. Action: Rich Torres to schedule . 3-7 Welders will be certified welders. REVIEW SCHEDULE 1-27 The Schedule shall start Tuesday, June 27 , 1989 - Lavout Building. The construction schedule shall be completed using CSI Format with as many items as possible (+100) . The Schedule and Equipment shall be coordinated with all trades . Action: Rich Torres - Preliminary Schedule. 3-8 Preliminary Schedule Items : Soils excavation 7/7/89 Foundations Start 7/12/89 Steel Shop Drawings Anchor Bolts 7/7/89 Beams & Col . 7/17/89 Deck 7/17/89 Joists 7/11/89 Steel Mill Order 8/20/89 Masonry 9/1/89 (move up in schedule) Steel Joists 9/5/89 4 of 5 REVIEW CHANGE ORDER REQUESTS 1-29 All Change Order Requests and additional contract items will be compensated by the Change Order Process . None: These minutes are an official communication of CID and Shaw ' s to the Contractor , Subcontractors and Suppliers . If you disagree in whole or in part , notify the project manager in writing immediately. If communication is not received in writing within 2 weeks , we will assume attendees agree with these minutes. Respectfully submitted, Michael A. Cassavoy Project Manager cc: Attendees John Seaberg, Shaw ' s Joe Trolla , Fafard Mike Cassavoy, CID Dave Gallager, Webber Associates MAC427/mk Page 5 of 5 i i Michael A.Cassavoy 'i James G.Jacobs j John E King,Jr. Edward L.Schlossberg Comm AL DESIGN ASSOCIATES Principals To: Bob Blenichorn, Health Inspector Bill Burke From: Jeff Anderson/Mike Cassavoy sem. o Copies To: John Seaberg o L m Tony Garton v rn �rn � Don Helides n co o Richard Berry FYI;,; �11; Phil Ventresca n rn Subject: Meeting Notes - March 31 , 1989 v, coo N Salem, Massachusetts Date: April 7 , 1989 Following are notes of our meetinglheld on March 30, 1989 with the City of Salem to review Shaw's rproposed—f-loor plan for the new, supermarket to be constructed at Highlander Plaz PRESENT: Bob Blenichorn - Health Agent City of Salem Bill Burke - Registered Sanitation Salem Health Dept. Sharon Cameron - Assistant Sanitarian Salem Health Dept. Phil Ventresca - Enviro-San, Inc. Mike Cassavoy - CID Associates, Inc. Jeff Anderson - Shaw's Supermarkets, Inc. 1. Discussed construction detail for joint at top of quarry tile cove base abutting glassboard wall panel . Concern is to maintain tight joint. Install glassboard after quarry tile. Silicon quarry tile top. At angle in Meat Cutting Room silicon between grout and glassboard. 2. City requested store specific written sanitation program (1 Sheet format) for their review and file reference. Program to be explicit with respect to the following items: Meat Prep Room barrels to be washed prior to balance of Meat Prep Room as standard procedure. Ice machine cleaning program. Engineers/Designers/Planners CID Associates,Inc., 108 Lincoln Street,Boston, MA O2111 (617)451-9609 r) Memo to: Bob Blenichorn/Bill Burke Page 2 Cleaning Utensils - Clean-up of debris dropped in transit to trash compactor. Cleaning equipment. Enviro-San to provide written program and is attached to these notes. 3 . Reviewed trash compactor location and equipment type. Can will be fully enclosed, liquid tight. Concern is relative to run-off of liquids from container. Shaw's to review with trash removal contractor for chemical cleaning and sanitizing. 4. City suggested that Shaw's consider an odor neutralizer injection system for compactor, (O ) . 2 5. The following design recommendations were made by the City: a. Anti-siphon connection will provide at sinks with hose bibs. b. Hose bib should be located under handwash sinks for easy accessibility. C. Provide knee operation for all handwash sinks. d. Add floor drain under pressure washer at Meat Prep Room. e. Wall-mount pressure washers should be at least 4'-6" above finish floor. f. Use glassboard-clad ceiling tile in Bakery Prep. Provide hold-down clips. 6. Reviewed Bakery Prep equipment layout: a. Set fryer and proofers 8" from wall and with 8" clearance on sides for cleaning access. b. Oven should be sealed tight at walls and floor. 7. Soups/chowders must bee a service item - cannot be self-serve by customer. 8. A tour of the Peabody store at 8 : 30 A.M. on Friday, April 7 with the Salem Health Officials was arranged. JAA/MAC98/cl v W00.1D Of DIFFFRINC, P �N ENVIRO-SAN, INCORPORATED 22 River Street N IR - AN Braintree, MA 02184-3235 011 1 (617) 843-8874 'j`A�TLpANC[•RUBUC NERl1H PaV SP?`,p Fax: (617) 34.1-3978 CLFANIM AND SANITIZING FREQUEtNcIES (also see Fixed Activities and specialized frequencies for Salad Bar and Bulk) CLEAN AND SANITIZE AFTER EACH USE SANITIZE SEVERAL TIMES DAILY Trays, lugs, pans, bins, sinks *SPRAY NO-RINSE SANITIZER; AIR DRY WHEN POSSIBLE Waste and fat barrels and lids: All prep tables use designated areas where provided Counter and Case tops, door handles Dollies, skids, carts, & rolling equip Slicers, scales, food processors Ingredient bin interiors (as refilled) Pick n'Serve area Vac Pac area Hand wash stations and dispensers CLEAN AND SANITIZE AS NEEDED DURING THE DAY BLIP AT LEAST ONCE DAM clean buttons, guides, guards, switches, etc. thoroughly; cover all food products USE 5 STEP PROCESS & AND APPROVED CLEANERS Grinders/mixers, power and manual saws Knives, utensils, racks, can openers Sweep grinding and prep area floors; wash daily Conveyors, door handles, lite switches Spot wash prep area walls Counter and case tops Power cleavers, poultry cutters, bone dusters Cutting and prep tables and boards Sales area windows and walls Produce case misters Milk, egg, jucie shelving & milk belt Slicers, salad pans & utensils Sign holders, scale tops and undersides Salad prep utensils and prep surfaces Soup kettles Food processors and blades Check all case & cooler temps Cheese cutters, utensils, prep surfaces Test and record No-Rinse Sani strength Bread slicers, rounders, sheeters, Add enzyme drain cleaner where approved Spot wash storage area floors, walls, shlvs Proofers: doors, handles, fronts Oven: doors, handles, fronts, tops Wrapping machines & pizza cappers Hoods: remove dust Fryolator, glaze bin, warmer, filling dispensers Ingredient bin lids, handles; topping center Sweep backroom floor; clean floor sink Pick'n'Serve cases, bins, floors Compactor and Baler access areas Bale all cardboard Grills, Ice bins CLEAN AND SANITIZE AS NEEDED OR WEEKLY SPECIALIZED CLEANING Ice machines: follow mfg'r schedule STAINLESS CLEANER & POLISHER: case trim, tops, Prep and sales area walls and panels painted panels, aprons, oven & proofer exte: Case lites, wells, racks, drains PLEXIGLASS CLEANER: non-food contact plexiglass Cooler and freezer floors; (breakdown mthly) OVEN & HOOD CLEANER: ovens, hoods, grills Hood interiors, filters, lights HEAVY DUTY SOLVENT: to remove baked-on acclmul.at: Lights, shields, fixtures Storage area: cabinets, table shelves Grease traps: routine maintenance Wire brush plastic cutting tops until smooth; cover with white paper towels; soak with bleach until white; rinse, wash, rinse, and sanitize HIGHLIGHT AREAS TART APPLY TO YOUR DEPATZtT7Wr; POST; REVIEW WITH STAFF AND ALL NEW BITWS THE FAFARD COMPANIES LETTER OF TRANSMITTAL 290 Eliot Street Ashland, MA 01721 DATE 25 -4JOB. NO. 6 1 e- (617) 879-7300 ATTENTI N L-C TO RE: GENTLEMEN: �/' WE ARE SENDING YOU YP,ttached ❑ Under separate cover via the following items: ❑ Shop drawings ✓❑ Prints Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ c COPIES DATE NO. DESCRIPTIO OP Yi L- L vas-e-d 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 `Q' For review and comment C3/❑`QFOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS lkI COPY TO \ SIGNED: 1-V - S I l i MINUTES OF BUILDING DEPARTMENT MEETING �Ay1I ! ATTENDEES: Jeff Anderson, Shaw's Joe Trolla, Fafard ! Michael Cassavoy, CID William Monroe, Building Inspector John LaClerc/Dennis Ross, Plumbing Inspectors Elizabeth Debski , Assistant City Planner Assistant Building Inspector PROJECT: Shaw's Supermarket Route 107, Highland Avenue Salem, Massachusetts CID Project No. 88161C DATE: January 11, 1989 ! Met at the job site to evaluate soil conditions with V. Kokosa ! (GZA) , B. Schonewald (GZA) and J. Anderson (Shaw's ) with the following comments: o Test pits indicate ledge at + 10' below finish floor elevation. o Soil and rock appears to have been placed randomly, without controlled compaction. i o Two tons ( 2 +) bearing will be permitted under footings after reworking bearing surfaces for two feet. o Slab on grade can be placed after compacting below slab and adding 1'-0" gravel bed. o A final soil report will be provided by GZA with specific instructions on compaction to upgrade bearing values of soil fill in the building area. Meeting with the Building Department, 8:30 A.M. 0 Site plan approval will be required. Plans filed two weeks before hearings which are held on Thursday twice a month. Permitting schedule is as follows: t 90 days from submittal to the public hearing (could be reduced) . j 20 days from the public hearing to Permit. I o CID will set up meeting when the plans are filed and prior to the hearing with the following: Captain Turner, Fire Department Paul Tuttle, Electrical George Whittier, D.P.W. c� Jerry Cavanaugh, Planning (uptiN° „`- Bob Blandrone, Public Health ✓ ' William Monroe, Building Inspector 0 8 sets of plans will be required. Send to Beth Debski for distribution. o Two egress locations will be required from the electric room. o Bi-weekly inspections will be required with a report for each inspection to the Building Department. Soils reports and concrete testing will also be required on all projects. o Fafard will need to install pressure reducing valves at condominiums before a Plumbing Permit will be issued! ! ! o There are no alarm circuits in Highlander Avenue, therefore an outside supervisory service will be required. o Roof drains discharge into an area that may be called a wetland. Fafard should resolve. Salem has no capacity for drainage in the street system. o Acoustic and visual screening could be an issue at the hearing. Shaw's may be required to adjust deliveries to accomodate neighborhood. Fafard - CID - Shaw's should be prepared at the public hearing to address questions. Permitting for Retail Stores and Matt Garrett's Restaurant was discussed: o The Retail Stores will be permitted with Shaw's as one store. Tenants will be required to obtain individual permits from the Building Department. o Clearance for Zoning is to the face of the building and canopy. The walk and stairs can encroach in the setback area. o Mat Garrett's must be re-permitted and sent to all departments for approval. Before the Building Department meeting, we discussed parking lot lights with Ed Schlossberg. The light levels in the parking lot meet Shaw's specifications. Jeff Anderson requested a light level plan be prepared by CID. South Shore Engineering prepared the original light level plan, therefore Ed Schlossberg will try to obtain a plan from their office. MAC73/cl cc: Mr. Jeff Anderson, Shaw's Supermarkets, Inc. Mr. Joseph Trolla, The Fafard Companies Mr. William Monroe, City of Salem, Building Department ,Lox�.�,,'� �it�1 II� ��IlLtlt, �c�SSMI'�ltBP�� 3 3 Public Propertg Pepartlnellt a I� JA�CIMIML��'49 �llil�tlla 3flepnrtntent One �nlem lhireen 7-13-02 13 William H. Munroe Director of Public Property Maurice M. Martineau, Asst Inspector Inspector of Buildings Edgar J. Paquin, Asst Inspector Zoning Enforcement Officer John L. LeClerc, Plumbing/Gas Insp. II I RE: CONSTRUCTION CONTROL: Permit # Gentlemen: Please be advised that the construction authorized under the above stated permit is subject to section 127, CONSTRUCTION CONTROL, of the Massachusetts State Building Code. All construction documents, including but not limited to working drawings, shop drawings and specifications shall be prepared and approved by a registered professional architect or engineer. These documents shall be submitted to the Building Department for permit review purposes. Progress reports shall be submitted by a registered professional architect or engineer to the Building Department on a by-weekly basis. I Reports shall contain all information regarding the readiness of the project to proceed and any comments pertinent to problems encountered on the site that effect compliance with any and all codes. Deviations from approved plans shall be brought to the attention of the Building Department. I At the completion of the project, a report shall be prepared by the registered professional architect or engineer commenting on the readiness of the project for occupancy and listing any pertinent deviations from the approved building permit documents. I j Also, at the completion of the project, the general contractor recorded on the permit shall certify to the best of his knowledge the the work has been performed in accordance with the approved construction documents and in i a safe and satisfactory manner in accordance with all applicable local, state iand federal statutes and regulations. Failure to produce reports shall result in a cease and desist order placed upon your project within five (5) days after an established due date has passed. i Please feel free to contact this office if there are any questions. I Respectfully, I I William H. Munroe Inspector of Buildings I WHM:bms CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: NAME OF BUILDING: NATURE OF PROJECT: IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Registration No. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL FIRE PROTECTION ELECTRICAL MECHANICAL OTHER (specify) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT I THE WORK IS PROCEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2: 1 . Review of shop drawings, sanples and other submittals of the contractor as required by the construction contract docurents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering professional inspection of critical construction carrpmerts requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE STATE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF 19 NOTARY PUBLIC MY COMMISSION EXPIRES } Y r e II ?S�E11t x ti ALL_DFVEIAP 2S OF SIX (6) OR MORE RFSID.Er1I IAL DW.MLING UNITS OR 10,000 SQUARE FEFT,OF,,COMMERCIAL SPACE tp., R 0.U ` REVIEW AND "`PASS ON AS INDICATED. °t LOCATION: A4.1z pDATE`E APPLICANT INSERT DATE WHEN PASSING ON . ASSFSSORS Date I �s w CONTACT PERS PPIPER CARON F, �.' CITY PIANNP�2 nA f 2 STEVE'DIBBLE`` t t r 3DEPARTMFN FIRE +DPPARTb71.TP f CAPT. .TURNFR OR INSPF,('I'OR I APOIMTE �t DEPARTMENT: DAPTMFNr OF PUBLIC°4FRVLCES' `t . " - CONTACT PERSON DIRECTOR a - r e J ` WATER'-DEPAR7N Nt MARGARx'C, r aHF f�Frl'JIADOSZ` A y.a � 6 R ME If iv fT. Yy. , CONTACT PERSON: DEPARTMENT:' ; # f ' F y DEPAR MEN CONTACT PERSON: . ' RETURN TO ' BUITAING-1 nARTM*P . ,a,...;..re k•.,:„` ::ac,�w ra'a ..u-.Ysx+tp-. .: ,, .,,t` xa'�a. ty'E , st .:ii _• -mn«...++rv.. w:rw. +r aw�q�[ .ryyy,y Mw...p• ,AR cX'3 Y+ y^'F' 4 ay e+.. ve...n...... -�na�.� Qi, [ u«� � �^CITYf OF zo SALEM, 4ASSACHUSETTS ' 1, r^ " `#.#s„y�' Fs ^. . +"l'. a + i,n ,�kq rFf �. PLANNING DEPARTMENTS w ; t Eby , ��';,,y l ♦ E , rr evi , a� s "a iv l' v° ;,;j}. � d s '3 e e � "i4 ,A 'lot ; q� P s �i :G_P.! 0 KAVAt AUGN r • �"C '� } ONE SALEM GREENIx. CITY PLANNER (6171 744 0590 T' t � C / � • J TO: '— All developers of,',six (6) or=morex,;residential dwelling `units or ;' ; r 10,000 square feet of commercial'"space _ FROM: Salem6PlanRing,'bepaitment/Building Department a . � 'f RE: Salem Area= Residents Construction Employment Ordinance k ------------------ The Salem City Council recently passed the attachedordinance which x requires ,that.'all developers, `of. six (6) or more residential dwelling units or,1O,OOO square.,feet„of `commercial 'space hire specific percentages of,,,�Salem and�Salem area;employees;for;their construction ff the:purpose'xofithe ordinance ,is to ensure,,; that Salem'and Salem Area C residents re'ceive the maximum benefits from the"growing construction ecomeny of the City$ of"Salem. r 1, A,preconstruction conference:willlbe .scheduled by the Planning' Department to discuss and 'explain'the de veloper's''requirements 'as' outlined in the City of Salem Ordinance. '-'The following,information shall be furnished by. the developer to ensurejcompliance with this ordinance: l Upon issuance of a Building'Permit, the developer shall submit to the f alem Planning Department''the following requested information: a. ; scope of construction; b. construction time 'schedule; . c: ' projected number of employees and man—hours; d.' types of trades to be: hired; and e.- names, iaddresses, 'and principals of contractors and a 4 r. ?sub contractors:'being °hired i — a 3 T Uponliniiiation ,of +construction'+ all developers sha115submit weeklyµ ` 4 , workforce'reports� listing�the`following, :'s } R e*''^['' ry ..x s rr 1 xa S 3 C` to names of employees, ; - b 1q,residential address of., each employee,; ' , M x • ' c �i- craf t'of each employee; "� y * �� h •;`' - ' - , ` '#`'' �r di,-t.]ob category 0f each�employee,;r s ; e::•:hours'Iworked�,ofl,each:'employee;'= f hourly wage of'each 'employee;&;and g. `company which'each"'employee 'is;,employed by t L •. r Y ✓ x r rc�:1t:: i x r j" ,•. A ) t ,, _ja x 4 xFDx . { Y f m�Nf 't m'`t. b :aiY�`•T ..'.,-e. . a...r Y `� i APPLICATION FOR PLAN EXAMINATION AND BUILDING PERMIT 'I IMPORTANT — Applicant to complete all items in sections: 1, 11, 111, IV, and IX. C ZONING AT (LOCATION) DISTRICT LOCATION (No" 15TREETI OF BETWEEN AND BUILDING (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D A. TYPE OF IMPROVEMENT D. PROPOSED USE — Far"Wrecking" most recent use n I n 1 ❑ New building Residential Nonresidential 2 ❑ Addition(If residential, enter number 12❑ One family 18 ❑ Amusement, recreational of new housing units added, if any, in Part D, 13) 13 ❑ Two or more family — Enter 19 ❑ Church, other religious number of units— — — — y 3 ❑ Alteration (See 2 above) 14 E:] 20 Transient hotel, motel, ❑ Industrial 4 ❑ Repair, replacement or dormitory — Enter number 21 E] Parking garage 5 ❑ Wrecking (1f multifamily residential, of units ——————— — y 22 ❑ Service station, repair garage enter number of units in building in 15 ❑ Garage 23 ❑ Hospital, institutional Part D, 13) 6 ❑ Moving (relocation) 16 ❑ Carport 24❑ Office, bank, professional 7 ❑ Foundation only 17❑ Other — Specify 25❑ Public utility 26 ❑ School, library, other educational B. OWNERSHIP 27❑ Stores, mercantile 8 ❑ Private (individual, car poratian, 28 ❑ Tanks, towers nonprofit institution, etc.) 29❑ Other — Specify 9 ❑ Public (Federal, State, or local government) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food processing plant, mac.rine shop, laundry building at hospital, elementary 10. Cost of improvement,,,,,,,,,,,,,,„ S school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical....................... I b. Plumbing ...................... c. Heating, air conditioning......... d. Other(elevator, etc.)............. i 11. TOTAL COST OF IMPROV EMENT E Ill. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; i for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30 F] Masonr 48. Number of stories................ y (wall bearing) 40 ❑ Public or private Company 31 ❑ Wood frame 41 ❑ Private (septic tank, etc.) 49• Total square feet of floor area, all floors, based on exterior 32 ❑ Structural steel dimensions ..................... 33 ❑ Reinforced concrete H. TYPE OF WATER SUPPLY 34❑ Other — Specify 420 Public or private company 50. Total land area, sq, ft. ........... 43 ❑ Private (well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 51. Enclosed ....................... 35❑ Gas Will there be central air 52. Outdoors........................ 36Oil conditioning? ❑ L. RESIDENTIAL BUILDINGS ONLY 37 ❑ Electricity 44❑ Yes 45 ❑ No 53. Number of bedrooms........ r,I 38 ❑ Coal 39 ❑ Other — Specify Will there be an elevator? S4. Number of Fvll.......... ' 46 ❑ Yes 47❑ No bathrooms Partial........ NOTES and Data — (For department use) I I 1 f IV. IDENTIFICATION — To be completed by all applicants Name Mailing address — Nraa brr, .rhrrt, rity. coed Stat, ZIP code Tel. No, 1. Owner or Lessee 1. Builder's Contractor License No. 3. Architect or Engineer I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction. Signature of applicant Address Application date r PENALTY OF PERJURYDO NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans Review Required Check Plan Review Date Plans Date Plans Fee Started By Approved BY Notes BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL $ OTHER $ VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS Permit or Approval Check Date Number B Permit or Approval Check Date umer Obtained Y pP Obtained NbBy BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VII. VALIDATION Building FOR DEPARTMENT USE ONLY Permit number Building Use Group Permit issued fq Building Fire Grading Permit Fee $ Live Loading Certificate of Occupancy $ occupancy Load Approved by: Drain Tile $ Plan Review Fee $ TITLE vIIV ZONING PLAN EXAMINERS NO'iFS DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES IX. SITE OR PLOT PLAN For Applicant Use 4 141 T I i C.- :17 It 2 4 4, iTr j I N :t 11 I . F-i of i t 1 I IC I:.'. :. 011 1 N.::1111 1 0 1'I T Ev iP I ION A L 1 N iII Michael A.Cassavoy James G.Jacobs John E King,Jr. George J.Manos Edward L.Schlossberg CID ASSOCIATES, INC. Pri'5 is April 2 , 1990 "nrn r Mr. Bill Monroe '-3 Building Inspector City of Salem 3 , One Salem Green n Salem, Massachusetts 01970 0 o Re: Affidavit In Accordance With Permit #252-89 780 CMR Section 127 .0 CID Project No. 88161C Shaw's Supermarket Highland Avenue Salem, Massachusetts Gentlemen: We herein present this affidavit in accordance with 780 CMR Section 127.C. We have reviewed the installation of foundations, masonry walls and structural steel. Independent testing agencies have also tested and inspected concrete foundations. In addition, the engineers and designers of record have reviewed construction for conformance with the Project Manual and Drawings permitted by the Salem building department for construction. These engineers, designers and testing agencies report that work performed is in conformance with plans and project manual. Therefore we certify that the facility is constructed substantially in conformance with the design drawings and project manual as permitted. Very truly yours, ��'(H Of Pggs CID ASSOCIATES NC. G� MICHAEL pyG A. T � cCASSAVOY y Michael A. Cassavoy, PiE. , #30166 No. 30166 Principal °p fFG /STE��`' MAC198/dar Fs",OVAL E cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jackowicz , The Fafard Company Notary Public ?ate.: /�9C) My Commission Expires: Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 TME FAFARD COMPANIES 290 Eliot Street/Ashland,MA 01721 617-661-1600 Fax a 617-675-661 O H.A. Fafard 6 Sons Construction, Inc. Ledgemere Land Corporation ., Fafard Real Estate - Interiors f`l Town Line Associates, Inc. '� W < L April 3, 1990 o a L City Of Salem v n Building Department rmnr One Salem Green m< rro Salem, MA 01970 -3''o �v o g � — n � Attention: Mr. William Monroe, Building Inspector y o RE: Shaw's Supermarket, Permit 1252 - 89 11 Traders Way, Salem, MA Subj : Certificate Of Occupancy Gentlemen: We certify to the best of our knowledge and belief that the work has been done in substantial accord with the approved construction documents and the execution and control of all methods of construction have been done in a safe and satisfactory manner in accordance with all applicable local, state, and federal statutes and regulations. This letter is issued for compliance with the requirements of the Salem Building Department and Article 1, Section 127.3 Construction Contractor Services of 780 CMR: State Building Code Commission for issuance of a Certificate of Occupancy. cerely, 6Joseph Trolla Vice President State of Massachusetts April 3, 1990 County of Middlesex Notary Public - / A My Commission xpires On cc; File Shaws Salem Michael A.Cassavoy James G.Jacobs John F.King,Jr. ( 1f1 70 George J.Manos AJ�,P 3� '� Edward L.Schlossberg CID ASSOCIATES, INC. t� RECI<IV10 Principals CITY OF SALEt i-MASS. March 21 , 1990 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re Costruction Control Report #19 Permit #252-89 Highl.s_ Supzrma ke CID Project No. 88161C Highland Avenue`- Salem, Massachusetts Gentlemen: Michael Cassavoy from CID Associates, Inc. has reviewed construction at the above referenced project during the past two weeks. Work, in general, is in conformance with plans and The Project Manual permitted for construction. At present the contractor is working on finishing ceilings, painting and installing equipment. Electrical, mechanical and refrigeration subcontractors will complete their work before scheduled opening in April . This report is issued to comply with requirements of the Salem Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, hC�I�D�,AASSS�OOCIATES, IINN`C.-_ 1"' Aat � - (47� Michael A. Cassavoy, P.E. , #30166 Principal MAC188/dar cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jackowicz, The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 Michael A.Cassavoy BUILDING D E P'i James G.Jacobs John F.King,Jr. George J.Manos MAR I9 g 49 P9� Edward L.Schlossberg CID ASSOCIATES, INC. Principals RECEIVED March 7 , 1990 CITY OF SALEM,MASS. Mr. Bill Monroe Building Inspector City of Salem one Salem Green Salem, Massachusetts 01970 Re:^Con'strlrct°ion-Control-Report #18 Permit #252-89 CID Project No. 88161C Highland Avenue Salem, Massachusetts Gentlemen: Michael Cassavoy from CID Associates, Inc. has reviewed construction at the above referenced project during the past two weeks. Work, in general, is in conformance with plans and The Project Manual permitted for construction. At present the contractor is working on finishing ceilings, painting soffits, and installing equipment. Electrical, mechanical , and refrigeration subcontractors are working on their systems and will complete their work before scheduled opening in April. This report is issued to comply with requirements of the Salem Building Department and Section 127.0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID �ASSSO�CIIATES, INC. X14/44"r 4' &�+ V Michael A. Cassavoy, P.E. , #30166 Principal MAC640/dst cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jackowicz, The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 IJ I L I ` DEPT I�1- Michael A.Cassavoy James G.Jacobs John F King,Jr. FEry George J.Maros 6 15 J 214 AM t90 Edward L.Schlossberg CID ASSOCIATES, INC. RECEIVED Principals CITY OF SALEM,MASS. February 7 , 1990 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction`C6ntr61- Report-#161 Permit #252-89 rShaw' s Supermarkets ` - CID Project No. 88161C + Highland Avenue Salem, Massachuse£ts l Gentlemen: The writer, Michael Cassavoy, and Dave Gallagher, the electrical designer, have reviewed construction of the above referenced project during the past two weeks . Work, in general , is in conformance with plans and The Project Manual approved for construction. At present the contractor is working on finishing partitions, soffits and the floor tile. Plumbing, electrical , sprinkler and refrigeration subcontractors are working on their systems . Cases fixtures continue to arrive weekly. Work is proceeding and will run through February and March with a scheduled completion date of April . This report is issued to comply with requirements of the Salem Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours , CCID ASSOCIATES, INC . I' to - A+ Michael A. Cassavoy, P.E. , #30166 Principal MAC328/dar cc: Mr. Jeffrey Anderson, Shaw ' s Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jackowicz, The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 Cassa p1)ILp�ti SET Michael James G.Jacobs goy John F.King,Jr. p" p0 George J.Manos Dg 24 A J Edward L.Schlossberg CID ASSOCIATES, INC. �E6 15RECE1y�pSS Principals ar15Y OF SAS-E1'AA January 24 , 1990 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: . Construction`Contro7' Report" #15 Permit #252-89 LShaw' s Supermarket- - CID Project No. 88161C Highland Avenue Salem, Massachusetts L Gentlemen: The writer and Chuck Nicolas, from the office of CID Associates , Inc. have reviewed construction at the above referenced project during the past two weeks . Work, in general , is in conformance with plans and The Project Manual approved for construction. At present the contractor is continuing with interior partitions , soffits and finishes . Plumbing, electrical , sprinkler and refrigeration subcontractors are working on their systems . Cases and Shaw ' s fixtures are arriving. Final connections are made as soon as equipment is placed. Work is proceeding and will run through the winter with a scheduled completion date of April . The report is issued to comply with requirements of the Salem Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions . Very truly yours , CID ASSOCIATES , INC. Michael A. Cassavoy, P.E. , #30166 Principal MAC327/dar cc: Mr. Jeffrey Anderson, Shaw ' s Supermarket Mr. Joseph Trolla , The Fafard Company Mr. Chris Jackowicz , The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 1- Michael A.Cassavoy 801LOING DEPT James G.Jacobs John F.King,Jr. George J.Manos SAN 8 P7 AH 90 Edward L.Schlossberg CID ASSOCIATES, INC. N CITY Principals qF cE�v�R January 22, 1990 SALEM,MASS, Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction Control-Report- 14 \ Permit # 252-89 haw's-Supermarket' CID Project No. 88161C Highland Avenue Salem, Massachusetts Affidavit In Accordance with 780 CMR Section 127 .0 Gentlemen: We herein present this affidavit in accordance with 780 CMR Section 127.C. We have reviewed the installation of foundations, masonry walls and structural steel for the above referenced project. An independent testing agency has also tested concrete for foundations which we have reviewed. Our people and the testing agency reports work performed is in conformance with plans and project manual. Therefore'_wb-,- certify that framing and foundation in place are substantially - n;r conformance with design drawings and project manual as peirm,itted. Very truly yours, CID ASSOCIATES, INC. Michael A. Cassavoy, P Jame ac s P.E. Project Manager S ructural En ineer MAC609/dst JAMES cc: Mr. Jeff Anderson, Shaw's GERARD Mr. James Lord, Shaw's JACOBS Mr. Joseph Trolla, Fafard No.26626 w Mr. Rich Torres, Fafard N a Public D e• d My Commission Expi A Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 Michael A.Cassavoy �N G C3 i f?T James G.Jacobs John F King,Jr. George J.Manos DNR�4 ]� 5�1 d !g0 Edward L.Schlossberg CID ASSOCIATES, INC. ! e IREQ�11 0 y Principals January 10 , 1990 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re:, Const t i on Contra Report ,1 Permit #252-89 Shaw's SupermarXetj CID Project No. 88161C B' ghland, Avenue• Salem, Massachuse s Gentlemen: The writer and Chuck Nicolas , from the office of CID Associates, Inc. have reviewed construction of the above referenced project during the past two weeks. Work, in general, is in conformance with plans and The Project Manual approved for construction. At present the contractor is working on interior partitions soffits including finishing. Plumbing, electrical, sprinkler and refrigeration subcontractors are working on their systems. Cases and Shaw's fixtures will be arriving the week of January 15, 1990. Work is proceeding and will run through the winter with a scheduled completion date of April. This report is issued to comply with requirements of the Salem Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. I-' X 644� Michael A. Cassavoy, P.E. #30166 Principal MAC602/dst cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz , The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 BUILDING BERT Michael A.Cassavoy James G.Jacobs John F.King,Jr. 9 �3 Kn J� George J.Manos D Ald Edward L.Schlossberg CID ASSOCIATES, INC. RECEIVED Principals CITY OF SALEM,MASS, De=er. ZT, 1.959 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re:�Cols�txxTC1 YekT9.. orYtZl =_ 7`3' Permit #252-89 S WS';.-SU�—� CID Project No. 88161C H141ila`nd�Av-- e Salem, Massachusetts Gentlemen: The writer and Chuck Nicolas, from the office of CID Associates, Inc. have reviewed construction of the above referenced project during the past two weeks. Work, in general, is in conformance with plans and The Project Manual approved for construction. At present the contractor is working on interior partitions and soffits. Plumbing, electrical, sprinkler and refrigeration subcontractors are working on there systems. Work is proceeding on schedule and will run through the winter and scheduled to be complete in April . This report is issued to comply with requirements of the Salem Building Department and Section 127.0 Construction Control of 750 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. Michael A. Cassavoy, P. #30166 Principal MAC578/dar cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz , The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 to U T'T'TTTTLTTT S S S to to -i- S Si l6 ly T S lli to T S S S Of MASSACHUSETTS, IMC.. U to -i- S U lll T S S 11 U LD T S S S 5 Richardson Lane, Stoneham, MA 02180 617-436-7755 CONCRETE Ih!`iiF'C::(.:1`ION REPGRf DAT)_ 1 :1./08/89 It'' Building Department Job No. UTS 895:3 Mr. William Monroe Project os!—avers,, I. Salem Green Contractor H. A. Faftrrd & Sons, Salem, MA 01.970 Cone. Co. Lynn Sand & St;cnie., CLASS CONCRETE TE :i3000H ::3/4" CUBIC YARDS 124 ASTM C-39 --..- - ------ ---- ---- - -------- _ —-------------------- .._._..-...._........ TI ',iii- SAI'1F'L..ES L-t7C�AT':f.C)N 4 cylinders Dairy cooler Dairy area Slump 4", air cunt; 2. 1%x, air teem!:; 49, cone temp 68 truck H 1.8, t;icket# 28:321. , time `:?a00 4 cylinders Grocery storage and sales area Slump 3 I/R" , air cant R%, air temp :50, f=ont:: temp 70, t:rucek. 0 5, ticket: H 28336, gime;' 10:30 4 cylinders Bakery area =slab o Slump 3", air cant; 2%, air temp 51. ., cone temp 7:1. trruck. H 2:3, ticket H 28360, gime 1. :00 � a LU CD G' rn w z u< CJ an tra CC o NOSIZE AREA CAST TESTED DAYSP. S. I. B887 6x:12 28. 07 1/08/89 1/15/89 7 R, 98o B888 Gx1.2 28. 07 1.1./08/89 1.2/06/89 28 4, 600 B889 Gx1.2 28. 07 1. 1/08/89 12/06/89 1128 4, 950 .._ B890 6x12 28. R'7 1.1./08/89 IE/06/89 28 4, 600 )3883 Gx12 28. 27 11/08/89 11/15/89 7 2, 860 B884 6x12 28. 27 1. 1./08/69 12/06/89 28 4, 470 8883 6x12 28. 27 11/08/89 12/06/89 28 4. 480 B886 6z:12 28. 27 1. 1./08/89 1.2/06/89 28 4, 380 CO25 602 28. 2'7 1/08/89 1.1/15/89 7 2, 650 0026 6x12 28. 27 1.1./08/69 1.2/06/89 28 4, 600 CO27 601.2 28. 27 11/08/89 12/06/89 28 4, 420 C:028 6x122 28. 27 1.1./08/89 12/06/89 28 4, 350 l lii:I*I A R I::ii e --- —....-.....------------ Ll 7 3 OF t9A5SEl ('i;, INSPECTOR,-, liev .c.=caeca Field - JM, 9 hours, I tour {navel By; Michael Des lale'r U U T 1.T.-r..1...1...1...1...1....r is is is U U TS na U a9 T 5 U U T S S S Of MASSACHUSETTS, XNC- U U T S U U T S is U U U T S e"v nn 5 Ri rhardson Lane, Stoneham, MA O2180 617-438--7755 CONCI'tiETE INSPECTION fiEPORT DATE 11/1:3/89 18 Building Department Job No. UTS 8953 Mr. William Monroe Project: wSlia-w_LT_;,', I. Salem Green Contractor H. A. Fafa'rd & Sons Salam, MA 01970 Cone. Co. Lynn Sand a t:il]ione C;L..Fl`SS CONCPa:TE 300086 3/4" C1.1BIC: YGaf{1:7.S 88 ASTM C-39 --- - -----------....._..------ ..... T'1: 5T' SrIIrIF9,.13a3 I_.i)i'ia'1 :CC)L•I 4 cylinders Slab E. 6--Fx15- 16 S:Lr.unL; /+", air cont r.?%, air 't:eItlp 36, c:c;nr. temp 64 I;:rr. ck # 37, ticket H `r.28561. , time 9:00 4 rginn rrs Slab F. 5--F. 7x14--15 F Slump 4 1/"2" , air cant 11,. :1%, ail- temp 40, cone id �s n - temp 66, t:'ruck. H 37, t;i.cke's H 28569,, time 1.0::30 o r^ }w 04z 4 C&I .i. r Slab grocery receiving air coat: E.%, air temp 47, cx;r-ic temp J �, Q=o 69, trr. ck# 37, ticket 0 33857E, time 1000 em a r �.. - - ---- -- - - -- - -- - ---- --— D--A-,-T--E.. NO. SIZE AREA CAST TESTED DAYS P. S. T . 0395 GX12 28. 2r 1:1/1.3/89 11./20/89 7 2' 9i_'c} 0396 6:X12 P& R7 11./1.3/89 12/11/89 28 4, 600 0397 GX1.2 28. 27 11/13/89 12/11/89 28 4, 560 _ i398 6Xi2 R8. % 7 11 /13/89 al /1a /rc Et4, 700 C821 6:x l2 28. 27 11/13/89 11/20/89 7 2, 92() 0822 6X12 P8. 27 11/13/89 1.2/1.1./89 E28 4, 380 0823 6X11' 28. 27 1.1/13/89 1%3/11/89 28 4, 400 C8R4 6XIE 28. 27 1.:1./:13/89 12/1. 1./89 28 4, 410 0391. 6x12 28. 87 11/13/89 11/20/89 7 R, 86o 1:?392 6 l2 .....;. %../ 11/13/89 1.2f1. 1.. 89 'r.'li; +, 6„3 . 039.3 6X1.12 28. 27 11/13/89 12/11./89 28 4. P_40 C:394 6X12 28. 07 1.1./1.3/89 1.2/1.1.r'89 28 4, .440 fi Gia''1611<K f!i: U T S OF MASSAC'VI ` :i:"r Lia, 1:1'4c INSPECTOR- Reviewed Field- JM, 9 (sours, :I. hour t:rave�). By : Michael S t;0c;;hIer Michael A.Cassavoy UILGING oEI'1 James G.Jacobs John F.King,Jr. George J.Manos DQ4 pu 1(lo Edward L.Schlossberg CID ASSOCIATES, INC. aN t�41 J principals December 26 , 1989iYEALE a CITY OF SSALE M,MAS S. Mr. Dave Harris Assistant Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re Shaw's Supermarkets Permit #52-89 H ghland _AvenueCID Project No. 88161C Salem,, ,Massachusetts ____, Gentlemen: As requested at our meeting on December 18, 1989 , you will find attached information for the following items and clarification of code issues. 1. The check out lanes for the Supermarket will have 2'-8" minimum clear for handicapped as outlined on the attached copy of Massachusetts Handicapped code. 2 . Metal studs are 16 inch on center 25 gauge spanning 18 to 20 ft. in the back rooms with one layer of drywall on each face, full height. The drywall system was taken US gypsum catalog. I have attached a copy the accompanying sheet for your reference. The system is designed for five lbs. per sq. ft. with failure in flexure. 3 . CID will provide the Salem Building Department with a letter of substantial completion when the structural steel has been completed, including miscellaneous angle supports that are attached to the roof steel and carry soffits. I would anticipate steel work completed the first of January and I will provide you with a letter the following week. 4 . The type of construction indicated on the title sheet is incorrect. As we discussed at the meeting this is a masonry constructed building type 3C. The plan will be revised at the earliest date with the correct 3 put on the drawing, in lieu of the 2. 5. On Drawing E-2 , the exit sign over the emergency exit door will be located at, Door #55 , the emergency exit for the front right side of the sales area. Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 CID ASSOCIATES, INC. I hope the above answers any questions that you had. I look forward to working with the Salem Building Department on this project as it goes forward. You are also welcome to participate in our Wednesday meetings, every Wednesday morning at 9: 30, at the Fafards trailer at the site. If you have any additional questions, please do not hesitate to call me at our Boston office. Very truly yours, CID ASSOCIATES, INC. Michael A. Cassavoy, P"E. #30166 Principal MAC562/dst Attachment cc: Mr. Jeff Anderson, Shaw's Supermarkets, Inc. Mr. Joseph Trolla, Fafard Companies Mr. Chris Jackowicz , Fafard Companies Mr. Dave Gallager, Weber Associates SHOPPING CENTERS 6 6.1 Public areas of shopping centers shall include, but shall not be limited to, areas where the service or product of the establishment is offered to the public, public toilet rooms provided for clientele in said areas, walks, stairs, elevators, primary entrances, and parking facilities. 6.2 Stores in shopping centers shall provide the following: 6.2. 1 Aisles shall have a minimum clear width of thirty-six (36) inches. 6.2.2 All check-out lanes shall have a minimum clear width of thir- ty-two (32) inches. n 2 MIN,N MIN: MIN. elsLe � � L e131.� LISLE l PLAN — CHECK .OUT LANES t is 6.2.3 Wherever a turnstile is provided, an adjacent, alternate un- locked gate or door shall be provided, having a minimum width of thirty-six (36) inches. 6.2.4 Wherever dressing rooms are provided, at least one such room shall be at least five (5) feet by six (6) feet, and shall have a u thirty-four (34) inch clear opening and shall contain a seat. An unobstructed path of travel shall lead to any such dressing room. a 6.2.5 Public toilet rooms shall be accessible. 6.2.6 Shopping cart barriers are not allowed. 9 R 9 technical data y structural properties-steel studs limiting height-steel stud assemblies allow. studa' cl stud allow. tradition, partition, turfing, bending tlesig. width spacing dell. one layer two layers onelayer stud I, S, r, Ix Sy ry stress- ' des19p1 -in4 -ins -in -in4 -mz -in ksiel 15BST25 0.038 0,044 0.678 0.019 0.023 0484 19.6 212ST25 0.103 0076 1.012 0.020 0023 0480 18.9 USG Steel Studs(ST25) 358ST25 0.243 0.125 1.415 0.021 0,024 0,464 16.6 -r 400ST25 0.307 0.143 1.544 0.021 0.024 0.458 15.8 150ST25 159" 16" 1/120 10'911 10'9"d 10'3"d y 600ST25 0610 0.255 2208. 0.021 0024 0.426 113 11240 9'6"d 10'6"d 8'3'd 212ST22 0.142 0.112 1.008 0.022 0.031 0.475 19.8 24" 1/120 8'9"1 Be'f 8"9'f 358ST22 0.355 0.192 1.410 0.031 0.037 0.460 19.1 1/240 8'3'd 8'9'1 T3"d ><- }->< 400ST22 0.450 0.222 1.539 0.033 0.038 0.454 18.6 212ST25 244' 16" 1/120 13'9"1 1371 13'9"d' 600ST22 1.211 0.399 2.202 0.037 0.038 0.422 15.8 1/240 12'6"d 13'('0 11'0"d v 212ST20 0.186 0.147 1.005 0.040 0.045 0.472 19.8 24" 1/120 11'3"1 11'3'1 11'3"1 358ST20 0.441 0.241 1.406 0,045 0046 0.457 19.8 1/240 10'9"d 41'3'f 9'9"d 400ST20 0.556 0.275 1.536 0,046 0.046 0.451 19.5 358ST25 359" 16" 1/120 16'9"1 16'9"1 16'9,V 600ST20 1.472 0.487 2.198 0.047 0.047 0.419 19.3 1/240 16'o"d 16'91I 14'6'6' 3625J20 0.541 0.295 1.429 0.085 0.082 0.621. 19.8 _ 40SJ20 0.6]3 0.335 1.556 0091 0084 0.61] 19.8 26 1/120 13'6"1 13'6"1 13'61' 11240 13'6"1 13'6"1 12'9'tl'. dj (1)Indicates size,style and gauge:158-169';ST-stud,SJ-stud-joist;20-ga.thick- 4005725 4" f6, 1/120 17'3'f 173'1 1]'3'r y l oess/sae table below).Yield strength:all styles 33 ksi;except SJ is 40 fail.(2)Assuming 1/240 17'3"d 1T3"1 15'9'0' full lateral support.For laterally unbraced structural member,see Sec.33,AISI Specifics- tions. 24" 1/120 14'3'1 14'3'f 14'3'1' 1/240 14'3"I 14'3"1 13'9d' physical properties-steel studs 600ST25 6" 16" 1/120 20'0"f 20'0"1 20'('P stud stud net area- approx.wl.- 1/240 20'0.1 20"0"1 200"I' designation width-In. act.ln.0) Ib./1000 n. 24" 1/120 15'0"v 15'0"v 15'0'v' ST25 146 0.085 325 11240 15'0"v 15'0"v 15'0'v' 212ST25 219 0.102 375 358 „1141"r 358ST25 359 0.123 450 T400ST25 4 0.130 475 USG Steel Studs(ST22) 600ST25 6 0.167 610 c Yis" 212ST22 2'9" 16" 1/120 16'6"d 1TO"1 15'3'd' 358 3% 358ST22 359 0.135 643 �- 212ST22 - 0.103 532 11240 13'0"d 14'0"d 12'0'd •^ 358 400ST22 4 0.146 680 24" 1/120 14'0"f 14'09 13'Wd 6 6005722 6 0203. 878 1240 11'6"d 12'3'd 10'8"d 1455" 212ST20 21h 0.184 725 358ST22 3%' 16" 1/120 21'9"d 22'0"1 20'3"d' 350ST20 3% 0.223 850 1/240 177d 18'0"d 16Vd- 4005720 4 0.236 900 24" 1/120 18'01 1B'0"1 1TTcr 6005720 6 1 0.305 1170 1/240 15'0"d 15'9"d 14'0'd' (1)Net area excluding coating. 400ST22 4" 16" 1/120 23'3"d 23'3"f 21'91 structural properties-Steel runners 1240 18'6"d 19'3"d runner I. S. r, 1. 24" 1/120 1910"f 1910"1 1910"r _ designation -In4 -Ins -in -ksi(sl 1/240 16'3"d 16'9"d 15'0"tl' 158CR25 0.029 0.037 0,663 6.11 600ST22 6" 16' 1/120 21 290"1 29'0"r 212CR25 0.082 0.065 0.992 6.11 1/240 25'3"d 26'0'd 23'9"0' 358CR25 0.195 0.107 1.366 6.11 24' 1/120 23'6"i 23'6'f 23'6"1' 400CR25 0.247 0.123 1.488 6.11 1/240 22'0"d 22'8"d 20'9"0' 600CR25 0,668 0.222 2.115 6.11 212CR22 0.151 0.117 1035 8.37 1 35aCR22 0.346 0.187 1.417 8.37 400CR22 0435 0.214 1.541 637 USG Steel Studs IS 20) WOCA22 1.145 0.377 2.185 8.37 212ST20 2'9" 16" 11 1/120 17'9"0 10'6'd 16'6"0' >< 212CR20 0.183 0.141 1.036 10.41 1/240 14'0'd 14'9'd 13'0'tl' 35BCR20 0.420 0.227 1,418 10.41 24" 1/120 15'6"d 16'3"f 14'6'tl' 400CA20 0.527 0.259 1.543 1041 11240 12'3"0 13'0"d 11'6"d 600CR20 1.387 0.456 2.185 10.41 358ST20 3% 16" 1/120 23'0"d 24'0'd 21'9"d' 362CR20 0.420 0.227 1418 10.41 1/240 18"3"d 19'0"tl 173"d' 40CR20 0.527 0,259 1.543 10.41 24" 11120 20'0"tl 20'9"f 19'0'tl' (1)Reduced stress based on Sec.3.2.AISI Specification for the Design of Cold-Formed 1/240 16'0'd 16'6'd 15'0'd* Steel Structural Members.Yield strength:33 ksi. 400ST20 4" 16" 1/120 24"9"d 25'9"d 23'6'd' limiting height-chase wall partitions 1/240 19'6"d 20'3"d 18'9"d' 1 stud atm stud allow. 24- 1/120 21'6"d 22'0"1 20'6"d' =! doing. width spacing dell, onelayer two layers L240 1]'3"d 179'd 16'3'd' 158ST25 154' 16" 1/120 15'3"1 15'3'9 6005720 6" 16" 1/120 33'6"d 34'6'd 32'3"d' 11240 ITXd 14'6"d 1/240 21 27'6'd 256 fir 24" 1/120 12'6"1 12'6"f 24" 1/120 29'3"d 29"6"f 28'0'd' 1/240 11'6"d 12'611 - II240 23'3"d 24'0"d 221"d' 212ST25 2'M 16" 1/120 19'6"f 19'6'9 V240 176"d 19'0"d USG Steel Studs IS J 20) 24" 1/120 16'011 16'0"1 362SJ20 359" 16" 11120 24'0'd 25'0"d 23'War 1240 15'6"d 16'01I 11240 19'0"d 19'9"d 18'3"tl' 358ST25 359" 16" 1/120 23'6"i 23'6"f 1240 22'9"0 23'6"1 24" 1/120 21 0169 it ITT'd 20'3"d' 1240 16'9"d 1]'3"d 16'0'd' 24" 1/120 19'3"f 19'3"1 40SJ20 4" 16' 11120 25'9"d 26'9"d 24'9'd' 1/240 19'3"f 19'311 11240 20'6"d 21'3'd 19'91 212ST20 219" 16" 1/120 24'3"0 25'9"d 1/240 19'3"tl 20'6"d 24" 11120 22'6"d 23'3'd 21'6"0' 11240 18'0"d 1816 173"d' 24" 1/120 2113"d 22'6"I 1/240 1TO"d 18'0"d Limiting rrighllor Use or one-laysthick g hts for panels and 5 ced assemblies; l;ad use mo-layer lar in heights lion or furring.Use one-layer heights for unbalanced assemblies;use two-layer heights lar Limiting height for W or s9"thick panels and 5 psf uniform load perpendicular to panition. multi-layer assemblies.For furring,stud attached to lop and bottom runners and free- Assemblies require vertical crass braces 4 8,O.C.max.(see details.page B).Use two-layer standing up to 12-ft.height.'Studs exceeding 12-It.height require mid-height anchor to ex- heights for multi-layer assemblies.Limiting criteria:d-deflection,1-bending stress.Con- terior wall(see detail page 14).Limiting criteria d-deflection,1-bantling stress, . sult local code authority for limiting criteria. V-end-reaction shear,Consult local once authority for limiting criteria. 4 technical data structural properties-steel studs limiting height-steel stud assemblies allow. stud stutl stud allow. patellon, partltidn, furrlrg, i� bending, desig. width spacing dell. one layer 1wolayers one layer j stud 1. S, r, 1, Sy ry stress-" dealg.l'i -Ina -Ina -In Ino in' In kspzl 158ST25 0.038 0.044 0.678 0.019 0.023 0.484 19.8 . , it 212ST25 0.103 0.076 1.012 0.020 0.023 0.480 18.9 USG Steel Studs(ST25) - ST25 0.243 0.125 1.415 0,021 0.024 0.464 1 400 .6 "ST25 0.307 0.143 1.544 0.021 0024 0458 155 16".8 158$725 ISR" 1/120 10'9"1 10'1d 10'3'd 6W I' 15.6y 400 0.810 0.255 2.208 0.021 0.020 0426 11] 1/240 9'6"d 10'6'tl v 83 tl - 358ST22 0.142 0.112 1,008 0.022 0037 04]5 19.8 24" 11120 8'9"1 a99 f 8911 1 �i � 358ST22 0.355 0.192 1410 0.031 0.037 0460 19.1 1/240 8'3'1 89'1'fy T3'd {4l' ><- i_)c 600ST22 0.450 0.222 1.539 0.033 0.038 0.454 18.6 ,. 2125725 2'R" 16" 1/120 13'9"1 1311 'i o- 131d ,b1, 6005722 1211 0.399 2.202 0.037 0.038 0.422 15.8 1/240 12'6"d 13'6'd" /11d �s3- v 212ST20 0.186 0.147 1.005 0.040 0.045 0.472 19.81 24" 1/120 11'3't11'39 ,. 11 3 1 358ST20 0.441 0.241 1406 0.045 ruffle 0.457 19.8 - 1/240 10'9"d 11'39,. Bird 400ST20 0.556 0.275 1.536 0046 L 0.046 0.451 195 ��,♦ 35BST25 344" lfi" 1/120 16'9"1 16'11" 189'1 4G A 600ST20 1.472 0.487 .2.198 0.04] 0.04] 0.419 193 :31/ # y 1/240 16'Wd 16.9')e'1 u6d ,�,' 362SJ20 0.541 0.295 1.429 0.085 0.082 0.621. 19.8 iyi dOSJ20 O.fi]3 0.335 1.556 0091 0.084 0.61] 19.8 24' 1/120 13'61 136 f a 136r �i '' 1/240 ITT1 1361.AnI 12ircr. 3 (t)Indicates size,style and gauge 158-134";ST-stud,SJ-stud-joist;20-ge thick- 4005725 4" 16" 11120 173"1 1]3"1 1 17-Ort"°ki- r 4 ness(see table below).Yield strength all styles 33 kill;except SJ is 40 kill.(2)Assuming 1/240 17'3'd ITT f Y 15'94 r full lateral support.For laterally untested structural member,see Sec.3.3,AISI Specifica- tions, 24" 1/120 14'3'f 14'3'1 1431 r. x. 11240 14'3"f 14'3"f 13'Wd'.'." + 1' physical properties-steel studs 600ST25 6' 16" 11120 20'11 20'0"1 2111 . , I " j Stud stud net area- approx.W.- � 11240 20'0'f 21( il 201r W designation width-In. sq.in0) Ib./1000 n. 20" 11120 15'0"1/ 15'0"v 150' 1+ li 158ST25 159 0.085 325 1/240 15'0"v 15'0"1/ Wei I' 212ST25 21R 0.102 375 358ST25 35/8 0,123 450 ' J- 400ST25 4 0.130 475 J?' USG Steel Studs(ST22) T 600ST25 6 0.167 610 .;s 212ST22 Th" 16" I/120 16'6 d 170"1 153 it v 6 Wie' 212ST22 21R 0103 532 a 358ST22 3% 0.135 643 11240 13'0 O 14'0"d 120 A It 400ST22 4 0.146 680 < 24" 1/120 14'01 16'0"I. q 133"itk a2 Ij 600ST22 6 0.203 878 ns 1/240 11'6 d 12'3"d" 108"d 212ST20 2k 0184 725 k 358ST22 334' 16" 1/120 21'9'd 22'0'f. x 20 Td'.'a 358ST20 39 0223 850 1/240 1T3'd 18'0"d 161d . I400ST20 4 0.236 900 24" 1/120 18101f 1811f 17'9'd' i,l 600ST20 6 0.305 1170 - 1/240 15'0"d 159"d 140d'wn \ Ij (1)Net area excluding waling. 400ST22 4' 16' 1/120 23'3"d 23'3'1 a 21 9'd' structural properties-steel runners 1/240 18'6"d Ill 17 3 d' runner I. S. r. t, 24" 1/120 1910"f 1910"1 19101 designation -In4 -Ins -In -ksii'l 1/240 16'3"d 16'9"d 15'0"d+'' 7 158CR25 0.029 0.037 0.663 6.11 600$722 6" 16' 1/120 29'0"1 29'0"1 29'11' 212CR25 0.082 0.065 0.992 6.11 1/240 25'3"d 2(l c. 23'9"d'1"a 9 358CR25 0.195 0.107 1,366 6.11 24" 1/120 23'6"I 23'6"1 23'8"1' 400CR25 0.247 0.123 1.488 6.11 1/240 22'0"d 22'9'd 20'fri } j 600CR25 0.668 0.222 2.115 6.11 - '+ 212CR22 0.151 0.117 1.035 8.37 '3: •. 358CR22 0346 0.187 1.417 B3 USG Steel Studs(5720) 00CR22 0.436 0.214 1.501 8.37 6 LI1.145 0.3]7 2.185 8.37 212$720 21h" 16" 11120 179"d 18'6"d 18'8'tl' CR20 0.183 0.141 1.036 10.41 ,j X 1/240 14'0"d 14'8'd 13'0"d'n 35B . A 58CR20 0420 0.227 1 41 8 10.41 24" 1/120 15'Td 16'e' We'd'_a... 400CA20 0.527 0.259 1.543 1041 1/240 12'3 d 13'0"d We'd, d 600CR20 1.387 0.456 2.185 10.41 358ST20 35R" 16" 11120 23'0"tl 24'0"tl c 21 9 tl f !i 362CR20 0420 0.22] 1.418 1041 1/240 18'3'd 19'o'tl 177d!La . 40CR20 0.52] 0.259 1.543 104 24 1 " 1/120 20'0"d 20'9"f 19 1d' µ„ (1)Reduced stress based on Sec.3.2,AISI Specification for the Design of Cold Formed 11240 16'1 d I6 fi"d /5 rd,g if Steel Structural Members.Yield strength:33 ksi. 400ST20 4" 16" 1/120 249 d 25V it 236d- limitingheight-chase wall partitions - 1/240 19'6d 20'Td 1 1e91 awe atm swa allow, 24" 11120 2r6'd 22.1f •y5. 209 d. - tleelg. width spacing can. onelayer two layers 11240 173'tl 1]'9"tl z`' 16'1 tl' 158ST25 154" 16" 11120 15'3"I 15'3"1 600ST20 6" 16' 11120 33'6'd We'd �� 32'3'd' - 1/240 130Th 14'6"d 1/240 26'6"d 27V 25'fi"d' 24" 1/120 12'69 12'6'1 24" 1/120 29'3'd 29'61 2600"d'. �I 1/240 11'6"tl 12'6"f 1/240 23'3"d 24'0" 22'3'd' r3 ii 212ST25 2'h" 16" 1/120 19'6"1 19'6"1 1/241 n'6"d 190 at USG Steel Studs(SJ 20) 11 ('I 24" 1/120 160001 16'0"f - 1/240 15'6"d 16'0"f 362S1J20 359 16" 1/120 14 it 25'0'd 23'0'd' ?. 35BST25 359' 16" 11120 23'6"f 23'6"f 11240 ":0 V240 19'9"tl 18'3"d' i 1/240 22'9"d 23'6"f 24 1/120 21'0'd 21'9'd 20'Tcl' 11240 16-90 111 1TTd fair d' 24" 1/120 19'3"t 19'3"1 40SJ20 4" 16 11120 2509'd 26'9"d 24'9"d1.-„a Ij V240 19'3"f 193"1 , 11240 20'6 tl" 21'3'd 191tl'=. "y 212$720 2'h" tfi" 11120 24'3"d 25 9"d 24 1/120 22 6'd 2303'd 21 6 d- 0, 1/240 19'3"d 20'6"d 11240 Weld lWTd 173'd- P )� 24" 1/120 21'3"d 22'6"f l 1,240 17'0"d 18'0"d Limiting height lot Wor44"thick gypsum panels and 5 psf uniform load perpendicular top,". lion or furring.Use one-layer heights for unbalanced assemblies;use iwo-layer heights for Limiting height for'R'or 59"thick panels and 5 list uniform load perpendicular to partition. multi-layer assemblies.For lulling,stud attached to top and bottom runners and free. Assemblies require vertical cross braces 4 bo.c.max.(see details,page 8).Use two-layer standing up to 1211.height.'Studs exceeding 12-ft.height require mid-height anchor to ex. heights for multi-layer assemblies.Limiting criteria:d-deflection.1-bending stress.Con- tenor wall(see detail page 14).Limiting criteria d-deflection,f-bending stress, it suit local code authority for limiting criteria. V-end reaction shear.Consult local code authority for limiting criteria. 4 4 �. 4 .. Michael A.Cassavoy QU.ILUI,NQ OEI°T James G.Jacobs i ., John F.King,Jr. George J.Manos Edward L.Schlossberg CID ASSOCIATES, INC. Q�e � 4� �� !�9 Principals December 13, 1989 FECRVE9 CITY dF SALEM,MASS, Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction-Control-Report #12 Permit #252-89 IrShaw's Supermxrke-t_. 1 CID Project No. 88161C Hightand Avenue Salem, Massactiuse is Gentlemen: The writer and Chuck Nicolas, from the office of CID Associates, Inc. have reviewed construction of the above referenced project during the past two weeks. Work, in general, is in conformance with plans and The Project Manual approved for construction. At present the contractor is working on interior partitions and soffits. Plumbing, electrical, sprinkler and refrigeration subcontractors are working on theresystems and have planned to complete temporary heat December 15, 1989. Work is proceeding on schedule and will run through the winter. This report is issued to comply with requirements of the Salem Building Department and Section 127.0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. Michael A. Cassavoy, P.E. #30166 Principal MAC560/dst cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz, The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 II I6 TTTTTTTTT'T S S S 19 It T S S U It T S If If T S S S 0f ggqqqt�tVVETTS, Imc. If If 1 S 13�j�LiJfTi� U If T If ID I9 T S S S 5 Richardson Lane, Stoneham, HA 02180 Utl RECEIVED ��TY-QF.SALEMJ4hSS. CONCRETE INSPECTION REPORT DATE la./1O/t39 1� 1.7 Building Department ;fob No. UT5 895_x____ Mr. William Monroe Project ` Shaw' <s, —Salemy,MA I Salem Green Contractore PfieA'Fafa'rcl 8 Sc:rrr Salem, MA 01970 Cone_. Co. Lynn Sand & Stone CLASS CONCRETE 30000 3/4" CUBIC: YARDS 154 ASTM C-39 TEST f:3AP1F'Lli:B 4 cylinders Slab D- D. 5 1.0-11 on grade Slump 3 1/2" :, air coat 2. 1%, air temp 48, cone temp 66, truck. H 8, ticket H 28456, time 9: 00 4 cylinders Slab E-F 11--1.2 on grade_ Slump `+", air cant 2%, air temp 52, cone temp 5P Erick. H 4, ticket N 24875, time 11. :00 4 cylinders Slab 3 1./2" air cont: air temp y , .,3, � T ,73, conic temp 70, truck. 0 1, ticked. 0 28492, time 2x00 Steel mesh was placed in sidewalk. curt) L..Al3 DA'T'E:: DATE AGF.:: NCI. SIZE: AREA CAST TESTED DAYS P. S. I. 01.57 6x12 28. 2.7 1.1./1.0/89 1.1.!1.7/89 I 2, 810 01.58 6x12 28. 27 11/10/89 12/O8/89 28 4, 420 C159 6x I2 28. 27 1.1./10/89 1.2/08/89 28 4, 600 t: IGO Gx12 28. 27 1.1/10/89 2/08/89 28 4, 440 01.53 Gx1.2 28. 27 11./1.0/89 1.1/1.7/89 7 2, 900 0154 6x1.2 28. 27 1.1/10/89 12/O8/89 28 4, 54O Cat`i,`'.`i 6x12 28. 27 :1.1./1.0/89 12/O8/89 28 4, 240 0156 Gx12 28. 27 11./10/89 12/O8/89 28 4, 420 0161 6x12 28. 27 11./1.0/89 1. 1./17/89 7 2, 780 0.:162 6xl2 28. 27 1. 1/10/89 12/O8/89 28 4, 600 C163 6x1.2 28. 27 11/10/89 1.2/08/89 28 4, SSO 0164 6X12 28. 2? 11/10/89 12/O8!89 28 4, 600 Rrm--mA1-ZR's: U T S OF t'I 1q ' . HUSETTS, INC. INSPEC'1 O0 ReviewedFielField- JM, 9 hours, I hour travel. Tay: Mi.cha 1'. Deshler t� U TTTTTT'Y"(TT s s s u Illi T s s u U T S r Q) a➢ T S S S Of MASSACHUSFTjT�'"�Ip$�6C)f �>'I U If T S U U T S x U ll U T S S 9 00 5 Richardson Lane, Stoneham, MA 02180 617-438-7P55DEC I3 9 08 All BUJ RECEIVED CITY OF SAL EHMASS. CONCRETE ]:NSFIF-CTIGId REI-'GRT DAI'E. 0d`/89/r�'3 - :1. Ewi.:ld:i.ng Department Job No. Ll-CS 8953 Mr. William I*lonrocB Pro.jt�ct �hl.i,haa�' s;5aafam, MA - --- :I. Salcam Ci'reerr C;orrL'racto'r' Ae -Faiard & Sone, Salem, IIA 01970 Coat.. Co. Lynn Sand & Stone CI...ASS CONCRETE" 30000 3/4" C( B.IC YARDS 135 ASTl*I C:--::39 EST SAI"II'-'I...I:.-S I.-0(::A1':[ON 4 cylinders Slab 14-15 E E . 6 on grade Slump :3 1/2" , ai-r cont 2%, air temp JJ, cone temp 69, '(:ruC .. 14 69, ti.ckc.AO 28400, gime 9:00 4 cly:i.ndere Slab 12--13 D--D. 5 on grade Slump 4", ai-r cont 2. 1.%, ai-r temp 56, Cork temp 56 t-puckdd 1 , ticket 44 28410, 'd:i.me 11 -00 4 cyli.ndcs-rS Slab 13-1.4 D. 5-E:: cin r.I'rade , lump 4 1/2", air cont 2%, air 'hemp 56, c.onc temp 71., t'vuck. d4 20, ticket 14 28423, time 1 -00 I...AI3 DATE: DATE: AGE 1140. 13IZE f.)RE'A CAST iE STEDDAYk3 I-,. S. 1. 0009 6xlP 28. 27 1.1./09/89 11./16/89 7 2, 620 0010 6x12 28. 27 11/09/89 12/07/89 28 x1'240 C.;01.1. 6x12 28. 27 11/09/89 1.2/07/89 28 4, 320 -.- C012 6 x 1.'r.? 28. 27 11/09/89 12/07/89 28 4, 240 001.7 6.X:1.2 28. 27 1.1/09/89 1.1./16/89 7 1''., :)1.0 (1018 6x12 28. 27 11./09/89 12/07/89 ''(28 3, 960 0019 6x12 28. 27 11/09/89 1.2/07/89 28 4, 120 0020 Gx12 28. 27 11/09/89 12/07/89 28 4, 070 (:1013 6x1.2 28. C27 11./09/89 1.1/1.6/8`:1 7 2, 480 (1014 6x12 28. 27 11/09/89 12/07/89 28 4, 420 C:01.5 6,x1.2 28. 27 11/09/89 12/07/89 28 4, 420 001.6 Gx12 R8. 27 11/09/89 1.2/07/89 28 4, ?40 RI: I%ARKS- - - ------_--__-__.. �--..^--- U 7 S OF tlflSfiACHt.1SE-C-•(A, 7:hIC. TN5P1_C'TtJR- Reviewed Fi.e1.Cl-- JM, 9 h0UrSS, 1. h0u'r travcal .Fay. MichaelDee>h..cer tD t.9 TTTTTTTTTT S S S tl Q9 T S S U tD 'C S U tB T S S S Of M 11 !!SETTS INC. U U T S guIL-Di 'i' U to T S U 11 11 T S n S 0�i i Richardson Lane, Stoneham, MA 02180 Wtt a4IT i67OWBJ t IREC',E.PW'E'D Ci1TY OF:5.0 LLM, MASS- CONCRETE INSPECTION ION RFPORf DATE 11./15/89 L9 Building Department Job No.. UTS 8953 Mr. William Monroe Project. Shaw' s, Salem, M61 I. Salem m Green Contractor H. A. F afard R Sons Salem, MA 01970 Cone. Co. Lynn Sand & Stone:., CLASS CONCRETE 30000 3/4" i;;t.lBIC YARDS 99 rl>3TM C-39 -- - - - --------------------- ----- --- -- -------- - ------- - ---- ----- -- - .... 4 cylinders Slab 1.2--13 F"-1 . 5 on grade Slump 4" , air coni. 2%, air temp tit, cone temp 69 truck ## 1.6, ticket ## 28686, time 000 4 cylinders Slab :14. 6--14 F. 5-F. 7 on grader Slump 3 1./2" , air cant 2. 3%, air temp 53, cone temp 70, truck 0 16, ticket ## 28705, time 1.1 ;100 4 cylinders Slab 1.3-..1.4 F--F. 5 foyer front: Slump 4", air cant 2. 1%, air temp 53, cone temp 68 truck. ## 37, ticket ## 28714, time 12: 30 1..(77; DR-f[:: I)411'I: F1tiEi: NO. SIZE AREA CAST TESTED DAYS P. S. X . C829 6x:12 28. 27 1.1./15/89 1.1./22/89 7 2Q70 0830 GX12 28. 27 11/15/89 12/13/89 28 4, 1.40 0831 6x1.2 28. 27 1.1./15/89 12/1.3/89 28 4, 000 .._ C832 Gx12 28. 27 11/15/.99 12/13/89 28 4, 240 C817 6x12 28.. 27 1.1./1.5/89 1.1./22/89 7 2, 840 0818 6x12 28. 27 1/15/89 1.2/13/89 28 QP40 0819 6x12 28. 27 1.1/15/89 1.2/1.3/89 28 4, 240 C820 6x12 28. 27 11./15/89 12/13/89 28 4, 320 Ctsir 5 6X.12 28. 27 1.:1./15/89 1.1./2.2/89 7 a, 790 C826 6x12 28. 27 11./15/89 12/13/89 28 4, 070 0827 6x1.2 28. 27 1.1./15/89 12/1.3/89 28 3go 0828 6x1.2 28. 27 1. 1/16/89 12/13/89 28 4, 07() 00-10 e U T S OF MASSACMU1: El. .. 3, 114 C. INSPECTOR- Reviewed Field- JM, 9 hours, 1. hour travel. By: Michael, ]}r..,r.;hKAe'r U U TTT'YTTTTTT s s s 11 U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T s U U T S s U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPEC'T'ION REPORT DATE 11/06/89 1.:3 BLti.:Lcli.nq mJobDepartent ob No. LITE) 8953 Mr. William Monroe I-lrojec' t Shaw' s, Salem, I'IA 1. Salam Green Cont'rae-to'r H. A. Fafard & Sons f:>a1r• m, MA 019'70 Corea. Co. Lynn Sand R Stene CLASS CONCRETE 3000tt :3/4" CUBIC YARDS 88 ASTM C-:39 --------------------_—^-- 4 cyli.rrcle'rs Floor =;1ab between lines 0. 4+F.t, 6, 14. 2+1.4. 8 SIUMI) 4 1./2" , air tramp t,0, eonc temp 60, i„rutxt:. It 19, tiekett It 281.67, time 1.0-00 � Q n C, c 4 cylinders f=loor slab between lines 0. 4f'1i. 6 A � f Slump 3 1./4", ai.r temp 64, core tcrn<y�6E�'t:ruct�tt 17, ticket It 28193, time 1 .00 nn Om µ ro t� m 0 N t� N no air L_A 1+ ----------------- DATE -------D A-T.E-----AGC----------- 1IC1. S1:7E:: AREA CAST 1'E::EiTED I)AYEi F'. Ei. l:. B666 6x12 26. 27 11/06/89 11/13/89 7 2, 9/0 13667 6x12 c28. 27 :11/06/89 1.2/04/89 28 4, 640 l4668 6x12 28.27 11/06/89 12/04/89 2'_8 4, 670 ..... 13669 6x12 28. 27 1.1/06/87 12/04/89 28 4, 420 B662 6x:l.c? 28. 27 11.106/89 11/1:3/8`3 7 2, 800 11663 6x12 28. 27 1.1./()6/89 1.2/04/89 28 4, 980 B664 6x12 28. 27 11/06/89 12/04/89 28 -5, 130 B665 6x1.2 28. 27 11./06/89 1.2/04/89 28 5, 01.0 U _f S C11= MASSF�11 ., T'T'S, l:NC. (N 3P"E(:T0R: Revitewed F i.e�:l.d GI*Intax clay, 1 hour travel. By- Mi.cha( ]. Dr U U TTTTTTTTTT S S S U U T S G U U T S U U T S 5 5 Of MASSACHUSETTS, INC. U 11 T S U U T S S S Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE.-: 11./07/89 14 Building Department Tab No. UTS 8953 Mr. William Monroe Project Shawls, Salem, MA 1. Salem Green Contractor H. A. I afard R Sorra Salem, MA 01970 Cone. Co. Lynn Sand & ,gone CLASS CONCRETE 30000 3/4" CUBIC; YARDS 114 ASTM C:--::39 ----T'L:-:3T-- --- -------- L_O(�AT:EOhI--- - - -- ------- ------ - ---- -- .._. SAI°IF'L_L'-=ti 4 cylinders Slab 1 . 5 C. 5 1.4-1.5 on grade Slump 3 1/2n , air cont 2%,, air temp 44, con(: temp 68, truck. H 31. , ticket 0 c?8235, time %00 4 cylinders Slab C. 5-D. 5 13--14 on grade Slump 4", air cont; 2. 1.%, air temp 49, cone temp 69 truck. N 23, ticket: H 282:55, time 10: 45 4 cylinders; Slab B. 6 C. 5 13--1.3 an grade, Slump .:3 :3/4" , air cont 2%,, air temp 54, cone temp 68, t::ruck. 0 2827P, time I = 00 n o •-i rn n W p C T M t- m n m co r- 2 L.fdSir D61TE:: DATE_ 3 Gt@il:� rn NO. '.3:C'ZE ARCA CAST TESTED <n DAYSi :I:.. D678 6x12 28. 27 1.1./07/89 1.1./14/89 y 7 22 2, 830 B679 6xaii? '28. 'x..'.7 11/07/89 12/05/89 28 - 41300 B680 6x12 28. 27 1.1./07/89 1.2/05/89 28 4, 230 ..... 0681 602 28. 27 11/07/89 1.2/05/89 28 4, 380 T1674 6x12 28. 27 1.1./07/89 1. 1./1.4/89 7 2, 980 )3675 6x12 28. 27 11./07/89 12/05/89 28 4, 560 1 G1G 6x1.2 28. 27 1.1./07/89 1.2/05/89 28 4, 560 B677 602 28. 27 11/07/89 12/05/89 28 4, 49() D670 6x12 28. 27 11./07/89 1.1./1.4/89 7 2' aw) B6.71 Gx .12 28. 27 11/07/89 12/05/89 28 4, 49() B672 6x12 28. 27 1.1./07/89 1.2/05/89 28 4, 350 B673 GX12 28. 27 11/07/89 2/05/89 28 4, 350 REM ARTS U T S OF MASSACHUSETTS, INC. INSPECTOR : Reviewed Field-- JM, 9 hours, 1. hour travel. By: Michael. Drr,h .e 60 SUILDING DEPT Michael A.Cassavoy James G.Jacobs John F.King,Jr. pp George J.Manos Dec 6 g 114 aM �U9 Edward L.Schlossberg CID ASSOCIATES, INC. RECEIVED Principals CITY OF SALEM,NAS5. November 29, 1989 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re;�t-Dlt �nmQ ntrol Report #11 Permit #252-89 Shaw-'s Supermarkui, . CID Project No. 88161C Highland Avenue Salem=,—Massachusetts s Gentlemen: The writer and Chuck Nicolas from the office of CID Associates, Inc. have inspected construction at the above referenced project over the past two weeks. Work in general is in conformance with plans and The Project Manual approved for construction. At present the contractor is working on interior partitions. The plumber, electrical , sprinkler and refrigeration subcontractors are back on site and working on these systems. Work is proceeding on schedule and will run through the winter. This report is issued for compliance with requirements of the Salem Building Department and Section 127.0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CIIASSOCIATES INC. t IDIMichael A. Cassavoy, P.E. 30166 Principal MAC545/dar cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz, The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 U Oil TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T ?i U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438'---7755 CONCIRI TI_ INSPECTION RF_f'ORT DATE 13L(j.ld:01g Departn,c?„t Tub Na. UTS A_9 3_ Mr. William Munroe F'ro.jeCt 7Shaw' s, Salr-.m, MA� 1 Salem Green Contractor`H.-A—F.f-Crrcl & Son.- :iijlEm, MA 01970 Canc. Co. Lynn Sand & Stone CLASS CONCRETE 30000 :3/4" CUDIC YARDS 154 - ASTI*I C---39 TEST SAMPLES L_0CAT10N — - —�-- -- -- - 4 cylinders Slab I)...D. 5 10--1.1 on grade Slump 3 1/2", air cont 2. 1;K, air temp 48, r_unr.. temp 66, tract:. It 8, ticket it 28456, time 9.00 4 cylinders Slab E 1= 11-1.r_' on grade Skimp 4", air cont 2%, aAr temp 52, coreytemp 52 tru(:k. it 4, ticket it 24875, time 1.100 4 cyl.inde'rs Slab 3 i./2", air cont 53, air temp � � a0no '70, tNACk. It 1 , ticket it 28492, timeL�I Orbe z p-m c� r. < m CD r m � a N os Stefiel mes[i was placed in si.dewaik. cu-M) I...r) DATE: DATI AGE: NO. SILL AREA CAST TESTED DAYS P. S. :1.. C:1.;``17 6x12 28. 27 1.1./10/89 11/17/89 7 2, 81.0 0158 6x12 28. 27 1.1/10/89 12/08/89 28 01.59 6x12 28. 27 11/10/89 1.2/08/139 28 -,. 0160 6x12 28. 27 11/10/89 12/06/89 28 (:153 6x12 28. 27 1.1./10/89 1.1/1.7/89 7 2, 900 ('154 6x12 28. 27 11/1.0/89 12/08/89 28 (::1.'5.=1 6x12 28. 27 11/1.0/89 12/08/89 28 (1156 6x12 28. 27 11/10/89 12/013/139 28 (;:1.61. 6x12 28. 27 11./10/89 1. 1./1.7/89 7 2, 780 (1162 6x:1.2 28. 27 11/10/89 12/08/89 28 (17.63 6x1.2 28. 27 11/10/89 12/08/89 26 0164 6x:L2 28. 27 1.1/10/39 12/08/89 28 REMARKS LJ T S OF MASSAC:HUf: E r fS, INC.. INSPECTOR- Reviewed Field- TM, 9 hourS, 1. hour gravel. By. Michael. Deshlee•r U U TTTTTT'TTTT S S S U U T S S 11 U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438--7755 CONCRETE INSPECTION REPORT 0611"E 18 "— ) Building Department Job No.. UTS 8953 Mr. William Monroe Project �fihaw9 <s�Salem;I16a"� I. Salem Green Contractor K9;kFafar,c3,c&'_Sonf.. Salam, MA 0:1970 Con,:.. Co. Lynn Sand .i Stone CLASS CONCRETE 30000 3/4" CUBIC YARDS 88 g61S'1 M 09 T El T S611`1r l...r:<ia Lt]('6aTloN o 4 cylinders Slab E. 6--Fx15--1.6 Gp z Slump 4", aircont 2%, air !carp 36, ft r7cvtemp )`i truck0 37., ticket. N 28561 , time 9"0 � rn ao J 4 r.:y:l. i.ncicrr<_> flesh F, E 1= 7x1./+ IEi v Slump 4 1/2", air cant 2. 1%, air tempipt0, c�)'tc temp 66, truck. ## 37, ticket## 28569, time 1000 4 cylinder Slab grocery receiving Slump 3 :3/4", air cant 2%, air temp 47, cone temp 69, trt.u_k## 37, ticket ## 28572, time 12:00 1..Aric 17flTE rxarr:: rtc>,e: NO. SIZE AREA CAST TESTED DAYS P. S. I. x:395 6x12 28. 2'1' 11/13/89 11/20/89 7 2, 920 C:396 6x1.2 28. 27 11./1.3/89 1R/11/89 118 0397 GX 12 28. 27 11!:13/89 12/11!1:39 213 0398 6x12 28. 27 11./1.3/89 12/1.1./89 28 C821 6x12 28. 27 .1:1/1.3/83 ` 1.1.12(7!89 7 2, 92() C822 6x.12 2 8. 27 :1.1.11.3/69 :1.2/1.1./89 28 C823 6x12 28. 27 11./13/89 12/11./89 28 C824 602 28. 27 1.1.!13/89 1.2/1.1./89 28 0391 6x12 28. 27 11 /13/89 11./20/89 7 2. 136( C392 6x:12 28. 27 1.1./1.3/89 12/1.1.!89 28 C393 6x12 28. 27 11./13/89 1.2/11/89 28 C:394 6x.1.2 28.. 27 1.1./13/89 12/1.1./89 28 -----•__--..._.._..__._.--- - fil:r`If7Rl!S� 1.1 Y S OF MASS .*I . T'"ft1, INC.I:NSI'ECTOR ReviewedField- JM, `.-1 hours, 1, hour travelBy: Michael. r U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSAWSWISPANC. U U T S U U T S S U U U T S S S nn={ �99 ppp, 5 Richardson Lane, Stoneham, MA 02180 617-4384y55 S� Nt� °B9 RECEIVED CITY OF SALEM,MASS. CONCRETEINSPECTION REPORT DATE: 11/15/89 19 Building Department Job No. UTS-8953 Mr. William Monroe Project Shaw' s, Salem, MA - I Salem Green Contractor H. A-Fafard-&-Sons. Salem, MA 01970 Cone. Co. Lynn Sand & Stene CLASS CONCRETE 3000# 3/4" CUBIC YARDS 99 ASTM C-39 _ ASTSAMPLESLOCATION 4 cylinders Slab 12-13 F-F. 5 on grade Slump 4", ari cont is%, air temp 52, cone temp 69 truck # 16, ticket # 28686, time 9:00 4 cylinders Slab 14. 6-14 F. 5-F. 7 on grade Slump 3 1/2", air cont 2. 3%, air temp 53, cone temp 70, truck. # 16, ticket # 28705, time 11 :00 4 cylinders Slab 13-14 F-F. 5 foyer front Slump 4", air cont 2. 1/, air temp 53, cone temp 68 truck # 37, ticket # 28714, time 12:30 LAB —�-�— ��- DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. 0829 6x12 28. 27 11/15/89 11/22/89 7 2, 870 C830 6x12 28. 27 11/15/89 12/13/89 28 0831 Gx12 28. 27 11/15/89 12/13/89 28 _ C832 Gx12 28. 27 11/15/89 12/13/89 28 C:817 Gx12 28. 27 11/15/84 11/22/89 7 2, 840 C818 Gx12 28. 27 11/15/89 12/13/89 28 0819 6x12 28. 27 11/15/89 12/13/89 28 0820 6xl2 28. 27 11/15/89 12/13/89 28 C825 6x12 28. 27 11/15/89 11/22/89 7 2, 790 0826 6x12 28. 27 11/15/89 12/13/89 28 0827 6x12 28. 27 11/15/89 12/13/89 28 0828 6x12 28. 27 11/15/89 12/13/89 28 U T S d MASSACHUSETTS, INC. INSPECTOR: Revieweed Field- JM, 9 hours, 1 hour travel By: Michael Deshler, U U TTTTTTTTTT S S S U U T S S ` U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL_ INSPECTION REPORT DATE � 10/2:5/89 20 Building ldi.ng Department Sob No. UTS_8_95 3 Mr. William Monroe Pioatac_t - 43haw' s, ::ialr--cmn IIEl'---:I :I. Salem Green Contractor`H:A.—Fa-far'd-&-Scnis) Salem, MA 01970 FIELD TEST 0 % MOISTURE M. D. D. DRY DENSITY % COMPACTION :I. 5. 5 129. 9 1. 14. 2 67. 9 _ 2 3. 7 129. 9 X19- 9 100. 0f. i 00 �m r y n J r— LOCATION: Ei:LE:VEITION3za 'P o X* 3= y f Test #1 -- !Hay 18-24 freezer slabg 1.37. 4' V' CCD Test. 02 -- Northwest corner freezer slab, 1.37. 4" Weathers Clear, 65 degrees Purpose: Observe eartl- wo k construction R perform field density testing Equip- operating : Dyapek. 370 with 71 roller, 966 loader, Kamasu dozer Summary: The writer arrived onsite and met with the., site superitendent; _ who indicated the scope of today' s activity included field density testing. Two field density tests were., performed in accordance with ASTPI 1556 in the above 'referenced locations. Test 01 failed to meet; job spec- ifications; Test 02 results indicated compaction was in excess of the project specification of 95% of ASTM 1557, modified . These results were related to the site superintendent prior to my departure. INSPECTOR: SG Max day + I hr. trva U T S OF MASSACG/ TS, : *Q Reviewed By: Michael Des S L� ❑ r N v Aa 5 Richardson Lane Stoneham, Maoziso /� 'z� Jog NAME: S �u�S - �Fl r,1,6-00 ) FIELD ! . 4"The Construction Testing People' PROJECT NO.: U-1 S 3 g 5 3 SKETCH Ot MassachuwIn;Inc. U➢ US Ti..#..T_U.T_U.-U..0-TT S S S U U T S S U U T S U U! T S S S Of MASSACHUSETTS,, INC. U U T S U UI T S S U U U T S S e 5 Richardson Lane, Stoneham, MA 02180 617--438--7755 CONCRETE Ihi`: l='I:ia:"I":fON Iili:a'ORT LATE ll.109i8973 L:::i Building Department Tal; No. UTSS 8953— Mr. William Monroe Project C='S':iP1aw, S, Sal em, 1°I61 I. Sa .e m GreenContrai::trlrr 6i Fa f ri'F ,. rcl & :'on<.::. Salem, MA 01970 Cone. Co. Lynn Sand & Stone C:L_ASS CONCRETE 30(}0H 3/4" CUBIC YARDS 1.3:5 ASTM C-39 ---------------- — -.----------- — - - ----------------- LIa.3T SR!'11=1_G.:S 4 cylinders-, Slab 14-15 P5 E::--E::,: 6 on grade Slump 3 :l/R" , air ,^+olt 2%, air temp 55, cone 'I:F)mp 69,, trruck. ## 69, ticketH 128400, time 9:00 O 4 c:l.y:inde'rss Slab 12--1.3 D--D. 5 on grade Z; C� ec Slump f ", air cont r . . {y air temp : ff ccrrrc temQ56 y r i;'rt.tCiF:.## ]. , 'i:ic:lcet ## 28410, time :1.:Lu0dgyj p Nn � z d cylinders Slab 13--:1.4 D. 5--Iii: an grade �� N Slump 4 :I./"r.''.", air cont 2%, air tem: %1109.:+.�ip 71, truck ## 20, tiet P8483, timc �,. a (:rf2 � m N co ._....__._._._...._..._._..._..-_......—...._._--_...____..._-.._...—-------—..__......_.......__-..-.._...........-_.--__._-____-__-....._._—.._.........._. LAB DATE DATE AG!ii� NO,. SIZE AREA CAST TESTED D DAYS P. S. 1 ,1 C009 6x:12 28. 27 11/'09/89 1./16/89 7 2, 620 Colo 6x:l2 28. 27 1.1./09/89 1.2/07/39 R8 CO:i.:i. 602 28. 07 1.1 /09/89 1.2/07/89 26 C012 Gx:le 128. 27 11/09/89 12/07/89 28 0017 GX12 28.2, :1.1./09/•.89 6/89 7 2, 510 0018 GX12 12 c'8. 2i 11/09/89 12/07/89 23 0019 6x :L2 88. 27 1.1./09/89 1.2/07/89 28 CO20 GX12 28. 27 11/09/89 12t07/89 28 0013 6xl2 28. 27 1.1./09!8`::1 1.:1./16/89 7 2, 480 0:014 6x12 28. 27 11/09/89 12/07/89 28 00:15 GX12 28. 2*.? 11/09/89 1c'/07/89 28 0016 Gx:l2 2a807 11/09/89 1.2/07/89 R8 ._.._.._.....----------- --- - - - --- - -'- -- U T '.:3 OF i'i(1;0SACHUSE:TTS, INC. C. TNS1-'liiCTOV: -e iewe Field-- JM, 9 hours, 1. hour travel. By^ I'9i.c Deshler Michael A.Cassavoy BUILDING DEPT James G.Jacobs John F.King,Jr. George J.Manos NOV 29 9 04 AM '89 Edward L.Schlossberg CID ASSOCIATES, INC. RECEIVED 11J Principals CITY OF SALEM,MASS. November 15, 1989 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: onst tr tion:'Control-Repor-t-#1•o�� Permit #252-89 4 Shaw's .supe=a-rket;,,)ICID Project No. 88161C Highland Avenue q;7.Salem,_Mas uset,ts Gentlemen: The writer and Chuck Nicolas from the office of CID Associates, Inc. have inspected construction at the above referenced project over the past two weeks and have found work in conformance with plans and The Project Manual approved for construction. At present the contractor is finishing the roof and placing the concrete floor slab. The plumber, electrical and the refrigeration contractors will be on site for above grade work beginning November 17, 1989 . Work is proceeding on schedule and will run through the winter. This report is issued for compliance with requirements of the Sales Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, C DD ASSOCIATE,?,04, �l7 I Michael A. Cassavoy, 30166 Principal MAC528/dar cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz , The Fafard Company Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, ][MC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL FIELD REPORT DA'J E11/0:3/89 Building Department Job. No. UTS,89fi:3— t_ Mr. William Monroe Project CShaw°s_,—Salem,`0* 7 I. Salem Green ContractorN. A. Fafard & Soris Salem, IIIA 01.970 WEATHER,. I tain --- ----- ------ -------T-- � v C c j _... F'I.JF{PGSE: Gb=>e'rVe e<:rrtlrwork construction y r- �rn � EQUIPMENT OPERATING; Plate compactorym CO r-:2 " rn' CO m o yn a SUMMARYs The writer arrived onsite and met with the site ape-fAVendet7t N m Mr. Crispin Jachowicz . Mr. Jachowi.cz :instructed the writ(-:?(f'(' to` observe the backfilling of a part of a footing which was 'removed in the presence of the writer (shown on the attached sketch) . The contractor excavated down :about 2 i./c'.'' and placed 8. 0" of soil which was compacted with a plate compactor making 8 to 10 passes. The top elevation was 1:38. 1.. Rocks were 'removed from the immediate area. The area in question was discussed sled at a previous site meeting. NOTE : This is a Corrected Report. INSPECTOR: MK Min day ¢ 1 hr. trvl U T S OF MASSACHUS'E'T"Fr_:i,n :INC., Reviewed /{/fir By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, 1010. U U T S U U T Ei S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-4388-7755 CONCRETE INSPECTION REPORT DATE: 01716-89- -� 2 Building Department Job No. UTS.-895:3 I"Ir. 6J i.1. l.i.am Monroe F'roject�Shaw'_s, 5al.em, T MA'� 1 Salem Green Contractor H. A. F511rd-8 Sons Salem, MA 01970 Conc. Co., CLASS CONCRETE' CUBIC YARDS DRY WEIGHTS MATERIALS Cement: }strand Name Fine Ag g r•. Source Coarse Agar. Soe.rrc:e, Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES ---- LOCATION ----�- ------_—�� Transportation of three sets of cylinders cast on 11--15 and one set cast on 11-13-89 to ti lab for testing. r' cr^, aP =� c c o y r m N n GO Z a n rtl C a O s� vo rn n y � en ea Moisture in Sand PLANT- GRADATIONS Moisture in C. Aggr. % F. M. SAND F. M. C. AGGR. No. of Determinations 08 Weights Adjusted to Compensate 0100 =4 for Moisture 030 3/8'' Sand Colormetric -fest 030 1/21, 016 3/4'' RC-MARKS - #48 1" 04 1 CNSPECTORS e U T S OF MASSA! 11 -T S, INC., Plant-" Reviewed Field-- A. P. By: Michael Dea< h:L err .A EAAo THE FAFARD COMPANIES LETTER OF TRANSMITTAL 290 Eliot Street _ Ashland,MA 01721 DATE JOB. NO ii zz �9 (508)881-1600 ATTENTI N RE: TO _- �.9L F.�1 8 UOLI�/a/1� DEPT S' AJ/s5 ui° �r SA L��1, 47A 4f 7/9 90 � o w F= GENTLEMEN: -n cn c� CO z WE ARE SENDING YOU LA Attached ❑ Under separate cover viab� re IOI18Ving iterrfP CO CJ rnrn ❑ Shop drawings ❑ Prints Plans ❑ Samples ❑ Specification" ❑ Copy of letter ❑ Change order ❑ t' 40 Eno (!r GD COPIES DATE NO. DESCRIPTION Z AJOA-7/V S,rioe� Sue✓may Go�P 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 �✓F��tI^ y JT. t SIGNED: � �� -� U U TTTTTTTTTT S S S 0 U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 517-438-7755 CONCRETE INSPECTION REPORT II DATE 11/08/89 if Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA I Salem Green Contractor H. A. Fafard R Sims Salem, MA 01970 Cone. Co. Lynn Sand R Stone CLASS CONCRETE_ 3000# 3/4" CUBIC YARDS 124 ASTM C--39 _ TEST SAMPLES L.00R"I"IC]N 4 cylinders Dairy cooler area Slump 4", air cont 2. 1%, air temp 49, cone temp 68 truck. # 18, ticket# 28321, time 9:00 4 cl.yi.nders Grocery storage and sales area Slump 3 1/2", air cent 2%, air temp 50, cone temp 70, truck # 5, ticket # 28336, time 10:30 4 cylinders Bakery area slab Slump 3", air cont 2%, air temp 51, cone temp 71 truck. # 23, ticket # 28360, time 1 :00 LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. B887 6x12 28. 27 11/08/89 11/15/89 7 2, 980 8888 Gx12 28. 27 11. /08/89 12/O6/89 28 8889 6XI2 28. 27 11/08/89 12/06/89 28 8890 6x12 28. 27 11/08/89 12/06/69 28 8883 6x 1 ' 28. 27 11/08/89 11/15/89 7 2, 86o 8884 6x12 28. 27 11/08/89 12/06/89 28 B885 6x12 28. 27 11/08/89 12/06/89 28 8886 6x12 28. 27 11/08/89 12/06/89 28 CO25 6x12 28. 27 11/08/89 11/15/89 7 2, 650 0026 6x12 28. 27 11/08/89 12/06/89 28 0027 6x12 28. 27 11/08/89 12/06/89 28 0028 6x12 28. 27 11/08/89 12/06/89 28 REMARKS: U T S OF MASSA1I"TS, INC. INSPECTOR. Reviewed �/hJJ Field- JM, =3 hours, I hour travel. By: Michael DO ler U U TTTTTTTTTT S S S i U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 11-14--89 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard R Sons Salem, MA 01970 Conc. Co. CLASS CONCRETE CUBIC YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water, Source TEST SAI'41='LES LOCA"F:[ON Transportation of two sets of cylinders cast on 11-13-89 to the lab for testing. Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. /. F. M. SAND F. M. C. AGER. No. of Determinations #8 Weights Adjusted to Compensate #100 0 for Moisture. #fair 3/8'' Sand Colormetri.c "Fest #30 1/2'' #16 3/4'' REMARKS: #8 1 " 04 1 112'' INSPECTORS: U T S OF MAS11hVer ETTS, INC. Plant-- Reviewed F=ield- A. P. By: Michael U U TTTTTTTTTT S S f; K0 U T S S U U T S U ki T S S S Of MASSACHUSETTS, XMC° U U T S U U T S S U U R1 T S S S 5 Richardson Lamew Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 11/07/89 14 Building Department Job No. UTS 8953 Mr" William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Cone. Co" Lynn Sand & Stone CLASS CONCRETE 30000 3/4" CUBIC YARDS 114 ASTM C-39 _ 4 cylinders Slab B" 5 C" 5 14-15 on grade Slump 3 1/2o , air cont 2%, air temp 44, cone temp 68, truck # 31, ticket # 28235, time 9:00 4 cylinders Slab C. 5-D. 5 13-14 on grade Slump 4", air cont 2" 1%, air temp 49, cone temp 69 truck # 23, ticket # 28255, time 10:45 4 cylinders Slab B. 6 C. 5 13-13 on grade Slump 3 3/4" , air cont 2Q air temp 54, cone temp 68, truck # 28272v time 1 :00 NO" SIZE AREA CAST TESTED DAYS P, S" T., B678 6x12 28" 27 11/07/89 11/14/89 7 2, 830 B679 6x12 28. 27 11/07/89 12/05/89 28 B680 6x12 28^ 27 11/07/89 12/05/89 28 _ B681 6x12 28. 27 11/07/89 12/05/89 28 B674 6x1V 28" 27 11/07/89 11/14/89 7 2, 98O B675 6x12 28. 27 11/07/89 12/05/89 28 B676 6x12 28^ 27 11/07/89 12/05/89 28 B677 6x12 28. 27 11/07/89 12/05/89 28 B670 6x12 28" 27 11/07/89 11/14/89 7 2, 850 B671 6x12 28. 27 11/07/89 12/05/89 28 B672 6x12 28" 27 11/07/89 12/05/89 28 B673 602 28" 27 11/07/89 12/05/89 28 REMARKS : U T S OF MAS SETTS, INC. INSPECTOR: Reviewed [leg Field- JM, 9 hours, 1 hour travel By: Michael " eshler U U TTTTTTTTTT S S S I U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL- INSh'EC:1"lON RF.:PORT T DOTE 10/26/89 L':D Bu:i.ldi.r(g Dr;qpartm0llt J'ala No. LIPS 89:113 Mr. William 171orrroe I'-'roject Sh<aw' s, Salem, IVIA L Salem (3reen Contractor H. A. F'afard & Sons Salem, 111 01970 TEST 99 % ly)(JlS'1-URE 11. D. D. DRY DI:NSITY % C011PAC:'T':I:ON I. 7. 3 1.29. 9 1.33. 1. 1.00. 0•+ 5. 3 129. 9 144. 2 100. 0¢ 3 4. 4 129. 9 1.39. 4 1.00. 0+ 4 5. 5 129. 9 138. 6 100. 0+ I...00:ATI ON. E::L.E:VA T'I:ON. T(s>st 01 Between beams 24--7y 1.31. :1. :1 ' feeit: 99'r..' ... Between beams 1.9--21. 4 Test 993 -- Between beams 21. -1201; 137. 111 lest 194 ... Y.etwe.�ean beam�i 6- 5-, 1.37. 1.1.' 'e.�ci . Weather: (.,.Lear, 65 deg'r'ees I'urp(:r<.aer Obscrrve, ea'rt:hwo'rk constrructi.on & perform field density testing Equ:lp. operating - Dyape�k. 3700 roller, 966 loader, Kamasu dozer, double jump compactor, plate compactor Summary: The writer reported to the above job site and met with the Si.t:e supe'ri.rrterrulent who indicated the scope of today' s activity included field densi. L-y t:estinll. The writer observed the double jump compactor and pl.at:e compactor were Used :1n the area of the exposed plumbing pipes. Sand stone was used around all paumbinrl pipes. 1=o(.(r field density were performed in ar.cof,dance with ASTM I1--1`556. Test: result= i.ncli.cated compaction was in excess of the project specifi(2ation of 9,15% of ASIN 1557, modified. These re?Sults were related to the site superirite?ncle?rit prior, to my dep<arLure. "I'NSPE'CTOR: SG 8. 5 hOLM S 4 1 hr. trvl U T S OF' VIASSACHL)S :""CS 7:1,16., Reviewed By Ni.chael. Deshl. r PEP�t� l7iEA1(J� Z.I r7 W of�f°2q xG3eFlY . .` J' .� cl P Ll X s y;✓F.69 .c(ii Ta k O Nb 1 -gyp SCV�� — — 5 Richardson Lane — ��,�+` Stoneham, Ma02180 ��' �v JOB NAME: J�IO w -e-INFIELD "The Construction Testing People' PROJECT NO.: y Sr 6G1S'� SKETCH Of Massachusetts Inc. ti U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S 5 S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL :INSPECTION REPORT DATE 10/27/89 18 . Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA I Salem Greeny Contractor H. A. F' afard & Sons Salem, MA 01970 FIELD TEST ## % MOISTURE M. D. D. DRY DENSITY % COMPACTION I. 7. 1 1.29. 9 1.:35. 0 1.00. 0.+ 2 8. 1. 1.29. 9 142. 5 1.00. 0+ 3 7. 6 1.29. 9 143. 4 100. 0+ 4 8. 2 129. 9 142. 9 100. 0+- 5 8. 0 1.29. 9 1.47. 2 100. 04- LOCATION : 00. 0+i_OCATION : ELEVATION: Test H1. - Bay 2.6--1.8; 137. 1.1 , Test 02 -- Bay 2-4; :1:37. 11. , Test 03 -- Bay 20-3;r, 137. 1.1.' Test 04 -- Bay 2 -28; :1.::37. 11, Test 05 -- Bay 8-38; 1.37. 11. , Weathers Clear, 68 degrees Purpose; Observe earthwork construction & perform field density testing _.. Equip. operat:ingo Dyapek 370 with 7' roller, 966 Loader, Kamasu dozer, plate compactor, double jump compactor Summary: The writer arrived onsite and diet with the site superintendent who indicated the., scope of today' s, activity included field density testing and backfilling freezer slab. Five field density tests were performed in accordance with ASTM D--1556. Test 'result=s indicated ccrm-- F ,.: project specification of 95% of ASTM 1557, ,ac'l::iirn was in tzx+::Eas<.a rf the rrc . r_:;'L modified. These results were 'related to the site superintendent: prior to departure. I NSdPE:CTORs 60 Min clay + :I. hr. trvI U T S OF MASSA): i "TT;iS, INC. Reviewed Bye Michael Deshler /41Sr � trlZ(e Lf �eSq E7 e11 fad 5 Richardson Lane ! ' FIELD JOB NAME: 1� 1 ':, \! i Stoneham, Ma 02180 '. 44"The Construction Testing people' PROJECT NO.: s9e; 3 SKETCH I'. Of Massachuwls Inc. � U TTTTTTTTTT S S S � U T S 5 U U T S ~ U U T S S S Of MASSACHUSETTS, IMC. U U T S U U T S S U U T S5 S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 11/06/89 13 Building Department Job No. VTS 8953 Mr. William Monroe Project Shawls, Salem, MA ' 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Conc. Co" Lynn Sand & Stone CLASS CONCRETE 30000 3/4" CUBIC YARDS 88 ASTM c-39 _ 4 cylinders Floor slab between lines A. 4+B. 6, 14. 2+14, 8 Slump 4 1/2", air temp 60, cone temp 60, truck it 19, ticket # 28167, time 10:09 4 cylinders Floor slab between lines A. 4+B. 6 Slump 3 1/4«v air temp 64, cone temp 62, truck it 17, ticket # 28193, time 1 :00 no air LAB DATE DATE AGE NO" SIZE AREA CAST TESTED DAYS P. S. I. B666 6x12 28. 27 11/06/89 11/13/89 7 2, 97O B667 6x12 28. 27 11/06/89 12/04/89 28 B669 6x12 28. 27 11/06/89 12/04/89 28 _ B669 6x12 28. 27 11/06/89 12/04/89 28 B662 6x12 28" 27 11/06/89 11/13/89 7 2v80O B663 602 28" 27 11/06/89 12/04/89 28 B664 6x12 28" 27 11/06/89 12/04/89 28 B665 6x12 28" 27 11/06/89 12/04/89 28 _ REMARKS: U T S OF MASGAC , INC" INSPECTOR : Reviewed Field- GMmax day, 1 hour travel By: Michael De��l�� Michael A.Cassavoy QU#L31NG 0Ei?T James G.Jacobs John F.King,Jr. George J.Manos 1I� 1 'l 23 AM 9gq, Edward L.Schlossberg CID ASSOCIATES, INC. P! 1 J Htl Ud Principals REd;FiY[q EJfiY 0 SALEM,HA,4S, November 1 , 1989 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Constructi.on=..c:dxtrolmRepart7!#9 Permit #252-89 Shaw!s_Supermarket CID Project No. 88161C Highland` Avenue Salem,-�Massa.chus.etts Gentlemen: The writer and Chuck Nicolas from the office of CID Associates, Inc. have inspected construction at the above referenced project over the past two weeks and have found work in conformance with plans and The Project Manual approved for construction. At present the contractor is working on the roof and preparing for the floor slab. The plumber, electrical and the refrigeration contractors have completed their buried work. The floor slab will be placed the week of November 6 , 1989. This report is issued for compliance with requirements of the Sales Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIATES, `INC. Michael A. Cassavoy, E. # 30166 Principal MAC520/dst cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz , The Fafard Company Mr. Edward Kelly, CID Associates, Inc. Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 U U TTTTTTTTTT S S S �U U T S S U U T S • U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL- INSPECTION REPORT DATE: 11/02/89 17 Building Department Job No. UTS 89513 Mr. William Monroe Project Shaw' s, Salem, MA I Salem Green Contractor H. A. Fafarcl & ,ions Salem, 11A 01970 -- 1=I IE:L.D -— 'TEST 84 % MOISTURE 11. D. D. DRY Di NSI.'TY % COMPACTION 1. 1. 1. 1.29. 9 1.28. 5 98. 9 2 7. 2 129. 9 129. 1 99. 3 3 71. 0 1.2.9. 9 1.29. 6 99. 8 - 4 7. 0 1129. 9 125. 4 '36. 5 5 7. 1. ' 1.29. 9 1.2.8. 5 98. 9 c C) n rn S-i C _ 'n r v n M.ra 4:1 o I...0CATI 0Iq EL.EVAT1010� „'— T2 [YA G77 Test 01 - See field sketch ; Grade level Test 05 See field sk.etch9 Grade level Test 143 See field sketch ; Grade level Test 014 See field =sketch , Grade .level lest 05 See field sketch ; Grade level Purpose- Observe earthwork construction R perform field density testing E CILki.p. operating : 5 ton roller, 10 ton roller, Square compactor Summary: The writer reported to the above site and met with Chris from Fafarcl who indicated the scope of today' s activity included field derl-- si.ty testing orl the Underslab inside: footing. The mate''rial. beillq Used was dark. brown gravel. Elavation was grade level. Backfill was placed in 6" lifts and compacted. Five field derlsi.ty tests were performed in accordance with AST1.1 D--1556. Toast- results indicated satisfactory com-- pac:tionq these results were related to Chris prior to my departure. INSP=ECTOR: GPI Min day + 1 hr. trvl U 7 S OF 11ASSACHUSI'_'TT'S, INC. Reviewed T3ya Michael Deshlcar6!�-) •�v �f�3 46 6't4l lb s e . --. , a. '�j —O _ C4"j!La�1.9'ti� ' Nd •t- /_ Ql " ( — —_ 5 Richardson Lane n JOB NAME: 1 /YYlO.'' k FIELD •� � �' Stoneham, Ma 02180 ; "The Construction Testing people' PROJECT NO.: h1's 8953 SKETCH OLTlassachuwns Inc. - U U TTTTTTTTTT S S S U U T S S iU U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL FIELD REPORT DATE 11/03/89 6 Building Department Job. No. UTS 8953 Mr . William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 WEATHER: Rain PURPOSE: Observe earthwork construction EQUIPMENT OPERATING: Plate compactor SUMMARY: The writer, arrived onsite and met with the site super irtendent Mr. Crispin Jachowicz. Mr. Jachowicz instructed the writer to observe the backfilling of a part of a footing which was removed in the presence of the writer (shown on the attached sketch) . The contractor excavated down about 2 1/2" and placed 8. 0" of sail which was compacted with a plate compactor making 8 to 10 passes. The top elevation was 138. 1. Rocks were removed from the immediate area. n � z T a w rn ` ., CD a r-- cn („ co • Ca INSPECTOR: MH Min day + 1 hr. trvl U T S OF MASSACHUS �, INC. Reviewed �11I� By: Michael Deshle , r I I j i i I i : f __— 5 Richardson lane Stoneham, Ma02180 JOB NAME: FIELD II — "The Colutruction"sTesting P Peo le" I ` SKETCH of nswhuseps,,,�_ PROJECT NO.: U-TS_ S9S`, Michael A.Cassavoy BUILDING DEPT James G.Jacobs John F.King,Jr. George J.Manos T�Qy 32 FI A9 '69 Edward L.Schlossberg CID ASSOCIATES, INC. U Principals MEWED' ITTOF SALMMA5..S. October 17 , 1989 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction Control Report #8 Permit #252-89 --C'Shaw!i S i ermarket� CID Project No. 88161C C',Highland..Avenue sa1em, ssachusetts---1. Gentlemen: Our office has inspected construction at the above referenced project over the past two weeks and have found work in conformance with plans and specifications approved for construction. At present the contractor is working on the roof and grading for the floor. The plumber has completed 95% of underground work and the electrical and the refrigeration contractors have begun their buried work and will complete within two weeks. This report is issued for compliance with requirements of the Sales Building Department and Section 127.0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIA/T�ES, .INC. Mich Cas(s�JJa�voy, .E. # 30166 Principal MAC505/dar cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz, The Fafard Company Mr. Edward Kelly, CID Associates, Inc. Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 10/27/89 10 Building Department Job No. UTS 8953 ��.��JE1 Mr. William Monroe "s—'` ,- - Project Shaw s, Salem, MFi 1 Salem Green Contractor H. A. Fafard & Sons- Salem, MA 01970 Ccanc. Co. Lynn Sand & Stone CLASS CONCRETE CUBIC; YARDS _ DRY WEIGHTS MATERIALS Cement Errand Name Fine Aggr. Source Coarse Aggr. Sou ce Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES L--CATION Scheduled concrete placement cancelled by contractor on site. Ztj .rte J CA'(7 s - c:e -_.---._.____.—.--__- ---_____-.-_`-.-.-.___._-...-_—_--..-_ ---__.._.__....-._--_.-_-.._.__-._ Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. % F. M. SAND F. M. C. AGGR. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture #5o 3/8" Sand Colormetric Test #30 1/2" #16 3/4'' REMARKS: 48 1 " #4 1 INSPECTORS: U T S OF MA)JI�USETTS, INC. Plant- Reviewed IrY // Field-- BC Min day + 1 hour travel By- Mi.cliae eshIer U U TTTTTTTTTT SS S U lu T S S Q U T S U U T S S S Of MASSACHUSETTS, INC, 0 U T S 0 U T S S U U U T S S S 5 Richardson Lane' Stmnehamm» MA 02180 617-438~7755 CONCRETE INSPECTION REPORT DATE 08/29/89 12 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Conc. Co" Lyhn Sand & Stone CLASS CONCRETE 2500# CUBIC YARDS ASTM C-39 TEST SAMPLES LOCATION 3 cylinders Grout wall line 16 ****CAST BY OTHERS**** ' No other information given � Qm � CZP �~ + - ' - LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. V589 4x8 12. 56 08/29/89 09/05/89 7 1, 600 V590 4x8 12" 56 08/29/89 09/26/89 28 2, 480 V591 4x8 12. 56 08/29/89 10/24/89 56 2, 680 � REMARKS: *****CAST BY OTHERS***** U T S OF MAS USETTS, INC. INSPECTOR: Reviewed ` 7 Field- By: Michael Deshler II U I L D I N G DEPT Michael A.Cassavoy James G.Jacobs John F.King,Jr. George J.Maros OCT 18 26 AN `89 Edward L.Schlossberg CID ASSOCIATES, INC. RECEIVED Principals CITY OF SALEM.MASS. October 3 , 1989 Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction Control Report #7 Permit #252-89 Shaw'-9-Supermarket CID Project No. 88161C Highland Avenue_ +Salem,-Massachusetts Gentlemen: As you know, we have had our full time clerk, Mr. Edward Kelly, and the writer inspect construction at the above referenced project. The clerk and the writer have found work in conformance with plans and specifications approved for construction. At present the contractor is working on structural steel and the roof. The plumber has completed 95% of underground work. The electrical and the refrigeration contractors have begun their buried work. The roof work will begin the week of October 16, 1989. This report is issued for compliance with requirements of the Sales Building Department and Section 127 . 0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CIDD �ASSSOC{)1IATES, INC. Michael A. CaSS�P.E. # 30166 Principal MAC505/dar cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz , The Fafard Company Mr. Edward Kelly, CID Associates, Inc. Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 36 Jaconnet Street Newton Highlands, Massachusetts U.S.A. 02161 Tel.: (617) 332-8460 Trow Protze C0I1SUIt ng Engineers Fax: (617) 332-3914 September 30, 1989 SHAW'S SUPERMARKET, INC. fl STRATHAM, NEW HAMPSHIRE G, Ca INSPECTION OF STRUCTURAL STEEL o SHAW'S SUPERMARKE n C� n SALEM, MASSACHUSETTS Mr > -0 Z:o to REFERENCE NUMBER 89C-2018 v 3 r N cn ca DATE OF INSPECTION September 21, 1989 REMARKS Upon our arrival, the bar joists were being unloaded. Most of the bundles were laid directly on the muddy ground. We checked the welds on the bottom chords of the bar joists. The welds were visually satisfactory except for one, on joist 11459928T1 which was marked. The following bar joists had bent bottom chords. This appeared to have been done by handling #04590928J6, 459928T1, 045909J32(2 each) , and 11459928G16, a tear in 2 bars next to the bottom chord. We requested that the bundles be turned so we could check the top chords. , This was not done. The bar joists were being hoisted onto the beams during the day. INSPECTION TIME 9 Hours (7:OOAM - 2:OOPM + travel) INSPECTOR Bernard Painter 1-Shaws 1-Anderson 1-Cassavoy 1-Fafard 1-Torres 1-Supt. i-Seaberg 1-SBD r� 36 Jaconnet Street . Newton Highlands, Massachusetts T U.S.A. 02161 Tel.: (617) 332-8460 Trow Protze COC1SUItltng Engineers Fax: (617) 332-3914 September 30, 1989 SHAW'S SUPERMARKET, INC. to STRATHAM, NEW HAMPSHIRE INSPECTION OF STRUCTURAL STEEL a SHAW'S SUPERMARKET ' ' iD SALEM, MASSACHUSETTS = f�;� TJ � REFERENCE NUMBER 89C-2019 at n V p N DATE OF INSPECTION September 22, 1989 t "' REMARKS We continued to inspect the bottom chords of the bar joists. We, again, requested the bundles be turned over but it was not done. The workers hoisted nearly all of the bar joists during the day. . Their avowed reasoning was to solidify the CMU walk against the impending hurricane. The . writer observed bent bottom chords on the following joists: #4590928J7, 459928T1(3 each) , 4590928J31, and 4590928J6(3 each) . The writer informed CID's, Mr. Cassavoy, of the situation. INSPECTION TIME 9 Hours (7:OOAM - 2:OOPM + travel) INSPECTOR Bernard Painter 1-Shaws 1-Anderson 1-Cassavoy 1-Fafard 1-Torres 1-Supt. 1-Seaberg f 1-SBD l/ U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 STEEL INSPECTION REPORT DATE 10-03-89 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard R Sons Salem, MA 01970 An inspection performed at the above site involved the visual inspection of the low roof welded bar joist and bridging between lines 10 - 11. Observations of this inspection are as follows: The visual inspection of the bar joist to beam connections revealed to be complete and acceptable. The bar joist to block wall revealed that .joist didn' t line up with plate, therefore contractor only welded one side.. This was reported to the superintendent for correction. A reinspection will be performed after correction is made. dam, too d � m INSPECTOR: K. V. H. U T S OF MASSACHUSETT ', C. min. day + 1 hr. travel Reviewed By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 STEEL. INS1='EI:;TION REPORT DATE o9/219/89 Building Department j1_,b No. UIS, 8953 Mr. Wil. liarn Monrc-e project Shaw' s., Salem, MA I Salem Green Contractor H. A. Fafard :aalezm, MA 01970 An in ,pect- ion performed at the above job site involved the visual in - .. specti.on of the bar .joist: to truss, horizontal and X bridging welded connec+: iorrs. Observations of this irispection are as follows, 1. The vi,silal inspect UC-n of bar Joist welds were revealed, to be Com- plete and acceptable between lines A. 4--E. 6, 11--16 with the excep. iorl of 4 bar joist which required welding. c_. The inspection of the bridging welds between A. 4--E. 6, revealed cornpl.ete and acceptable welds with the exception of bri.d-- ging to block wall Connection, requirirg plates and welding. rr.ea' n m rra C.� z mz Ln n * s n ,y ua cn co i.N;SPCC-COR: KVH I'*fin day -r 1. fir. t:rvl ed MASSACHUS ' : , INC::. Reviewed By. Michael. I:}eshl.er Michael A.Cassavoy BUILDING I)E"T James G.Jacobs John F.King,Jr. Edward L.Schlossberg COMMERCIALANDUSTRIAL DESIGN ASSOCIATEb,, 2,3 Q� Ts Principals September 19, 1989aE Ci iYE 0 CITY OF SALCM,MASS. Mr. Bill Monroe Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction Control Report #6 Permit #252-89 Shaw' s Supermarket CID Project No. 88161C Highland Ave Salem, Massachusetts Gentlemen: Our full time clerk, Mr. Edward Kelly, and the writer have inspected construction at the above referenced project and have found work in conformance with plans and specifications approved for construction. At present the contractor is working on masonry, structural steel , and the roof. The plumber has completed 95% of underground work, and the electrical contractor is expected in one week. This report is issued for compliance with requirements of the Sales Building Department and Section 127 .0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions . Very truly yours , CID ASSOCIATES, INC. Michael A. Cassavoy, P.E. # 30166 Principal MAC317/dst cc: Mr. Jeffrey Anderson, Shaw' s Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz, The Fafard Company Mr. Edward Kelley, CID Associates, Inc. Engineers/Designers/Planners CID Associates,Inc., 108 Lincoln Street,Boston,MA 02111 (617)451-9609 V 0 TTTTTTTTTT 9 S S Q U T S S U U T S V U T S S S Of MASSACHUSETTS, INC. U U T E] U U T S S UQU T 5 S S 5 Richardson Lane, Stoneham, MA 02160 G17-438-7755 STEEL INSPECTION REPORT DATE 09/25/89 1 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salemv MA 1 Salem Green Contractor H. A. Fafard & Sc-,ns" Salem, MA 01970 ��`��^�� --------------------'��'`�� An inspection performed at the above mentioned site involved the - visual inspection of the field welded structural components erected on the roof framing of the structure. The inspection was ccncentrated on the bar joist to girder, connections and revealed welds of acceptable size and length between lines 13. 9 to 16, A to D" 5" The joist girder, to column connections were found to be not yet welded. The bolted connections were not yet torqued and the remaining bar joist to girder ccnnections require welding outside the aforementioned column lines. The horizontal bridging was being installed ; however, not yet completed` A.I. I. work was being performed in an acceptable manner, which will be re- inspected upon further complet ion. - < � COD� ., � =c � wco o � + � INSPECTOR: SA Mir/ day + J. hr trvl y T S OF MASSACHUSEINC. Reviewed By: Michael Deshler� \| �' U U TTTTTTTTTT S S S U u T S S U u T S U U T S S S Of MASSACHUSETTS, INC. U u -r S U u T S S UUu T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 08/29/89 12 1 Building Department Joh No. UTS 8953 Mr. William Monroe Project `;haw' s, Salem, MA I Salem Greer Contractor H. A. Fafard & Sons Salem, MA 01970 Cone. Co. Lynn Sand r. Stone CLASS CONCRETE. 2500# CUBIC YARDS ASTM C-39 l'._. -S T---SAM___..PLES_._.._.. - - -- -... ---- -- ------ —-- -- ---- -- - .. t=SLnCA rl ON 3 cylinders Grout wall line 16 *.#- ='.-CAST BY OTHERS :tr*x- No other information given _._-------- LAD DATE. DATE AGE NO. SIZE: AREA CAST TES TED DAYS P, S. :P. , V569 4x8 12. 56 08/29/89 09/05/89 7 1, 600 V590 4x8 1'ri. .`- 6 Oa/29/% ' 09/26/89 11782, 48oV591 4x8 12. 56 08/29/89 10/2::4/89 56 C rn CDm REMARKS., *****CASI- BY OTIIEy U T S OF MASJSETTS, INC. INSPECTOR. Reviewed If Field- By; Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 42180 617-438-7755 SOIL. INSPECTION REPORT- DATE 09/08/89 1F, Building Department Job N.:.. UTS 8953 Mr. William Monroe Project `.Shawls, Salem, MA I Salem Green Contractor H. A. Fafard & Sans Salem, MA 01970 - --........--...................._....._..__...---___._.._.----------------------------------- .........____-.._...-----........--........ --- ._._.... - - .._.. ......--------- FIELD ._..1=IEI_-D TEST kk % MOISTURE M. D. D. DRY DENSITY / COMPACTION 1. 6. 0 129. 9 127. 6 98. 3 5. r 129. 9 124. 7 96. 0 - 3 6. 5 129. 9 1.28. 5 98. 9 4 6. 7 129. 9 127. 7 98. 3 5 6, Ca 129. 9 126. 5 97. 4 6 6. '7 129. 9 125. 8 96. 6 7 5. 0 1.29. 9 126. 8 97. 6 8 5. 129. 9 124. 6 9'53 1:3 a) 6. 8 129. 9 1.26„ 0 97. 0 LOCATION : ELEVATION ; COO Test 4#1. - See sketch ; Test #2 -- See sketch ; 137. 1.9 - rn Test #3 -- See sketchy 1.. 7. 19vm Cao � Test #4 -- See sketch ; 137. 19 rr,,.c = Test #5 -- See sketch ; 137. 1. o (7% m Test #6 -- See sketch ; 1.33. 1.'' n Tess: #7 -- See sketch ; 137. 11 cn CG Test 48 - See sketch ; 137. 19 _._ Test #9 -- See Sketch ; 135. 19 Weather: Sunny, high 709s Purpose: Observe earthwork R perform field density testing Equipment operating : CAT 235B backhoe, Wisconsin Robin plate compactor. Summary: The writer arrived onsite at 9:00 am & met with the site super Crispin Jachowic:_, who indicated the scope of today' s activity included backfilling a plumbing trench in the :southwest section of the bldg. , & performing field density tests on some plumbing trenches which had a'1--- ready been backfilled & compacted. A sandy gravel. from Greenhouse Acres was used. In the plumbing trenches; that were backfilled today, lifts were placed which slid not exceed 6" thick; each lift was comparted with at least 4 passes of the plate compactor. Field density tests were per'-- formed in accordance with ASTM D--1556; test: results indicated compaction in excess of job spec. of 95%; these were related to the job super. INSPECTOR: DH Max day + 1 hr. trvl U T S OF MASSACHUS - E . , l:tdC. Reviewed By: Michael. I:?eshler I I i I I q< , 6t LS II �� FQ � -- - 1 FO U81 i I 0 — -89l — FDL C. u /t l r\ ---- -- 9Q1 - - - - � FDf I FQ! N f 691 FD8 601 N-------- r� ✓ I � 9 - 8 - e9 5 Richardson Lane S� �w ,S Stoneham, Ma 02180 JOB NAME: Sa e FIELD "The Construction Testing people' PROJECT NO.: U is c`9 9r 3 SKETCH Of Massachusetts hu. Michael A.Cassavoy James G.Jacobs John F.King,Jr. George J.Manos Edward L.Schlossberg CID ASSOCIATES, INC. Principals September 5, 1989 Mr. Stephen Santry Assistant Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction Control Report #5 Permit #252-89 Shaw's Supermarket CID Project No. 88161C Highland Avenue Salem, Massachusetts Gentlemen: Our full time clerk, Mr. Edward Kelley, and the writer have inspected construction in progress at the above referenced project and have found work in general conformance with plans and specifications approved for construction. At present the contractor is working on masonry. The plumber has started underground work and we expect steel the week of September 18, 1989. This report is issued for compliance with requirements of the Salem Building Department and Section 127.0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. N C Michael A. Cassavoy, E. #30166 rn o r Principal c+c> o rrr---'n co z MAC130/cl g o rn o a rn cc: Mr. Jeffrey Anderson, Shaw's Supermarket y Mr. Joseph Trolla, The Fafard Company S" Coo Mr. Chris Jachowicz , The Fafard Company Mr. Edward Kelley,' CID Associates Engineers,Designers,Planners 108 Lincoln Street,Boston,MA 02111 (617)451-9609 FAX:(617)451-5839 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 08/29/89 12 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MAI 1 Salem Green Contractor\H. A. Fafard R Sons Salem, MA 01970 Conc. Co. Lynn Sand & Stone CLASS CONCRETE 2500# CUBIC YARDS ASTM C-39 TEST SAMPLES LOCATION 3 cylinders Grout wall line 16 ****CAST BY OTHERS**** No other information given C� V7 �D v 4 N r- �m � rn m Cp — A M r- m m Z7 V b Cno �n co LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DRYS P. S. I. V589 4x8 12. 56 08/29/89 09/05/89 7 1, 600 V590 4x8 12. 56 08/29/89 09/26/89 28 V591 4x8 12. 56 08/29/89 09/26/89 28 REMARKS: *****CAST BY OTHERS***** U T i OF MRSSACHUSETTS . INSGECTORe Reviewed Field By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 08/23/89 it RUilding Department Job No. UTS 8953 Mr. William Monroe Project l Shawls, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Conc. Co. Lynn Sand & Stone CLASS CONCRETE 3000# 3/4" CUBIC YARDS 14 ASTM C-39 _ TESI" SAMPLES LOCATION- -- 4 cylinders Loading dock 12. 5 - 13. 5 wall. Slump 4", air cont 4. 5%, air temp 80, cane temp 70 truck. # 37, ticket # 24815, time 1 :30. =r � ea m F nm .m fmfm cen LAB "'--_____..------------- DATE DATE .-..----- AGE -.—_._____-. NO. SIZE AREA CAST TESTED DAYS P. S. I. R7Z'3 6x12 28. 27 08/23/89 ii8/30/89 7 2, 480 R724 6x12 28. 27 08/23/89 09/20/89 28 4, 390 R72.5 6x12 2B. 27 08/23/89 09/20/89 2B 4, 350 R726 6x12 28. 27 08/23/89 09/20/89 28 REMARKS: Cylinder #R726 damaged at site. _.— ____--.__._ --_-------.. ------ U T S OF MASSACFIUSEINC. INSPECTOR: Reviewed Field- DL. max day. 1 hour travel.. Bv: Michael. Deshl Michael A.Cassavoy James G.Jacobs John F.King,Jr. Edward L.Schlossberg COMMERCIALANDUSTRIAL DESIGN ASSOCIATES Principals August 22 , 1989 2 a o m m a= M Cl' (n C., Mr. Stephen Santry I--M ® z Assistant Building Inspector gr< Ln 7 City of Salem s rm One Salem Green _ Salem, Massachusetts 01970 y W ca ZZ Re: Construction Control Report #4 Permit #252-89 Shaw's Supermarket CID Project No. 88161C Highland Avenue Salem, Massachusetts Gentlemen: Our full time clerk, Mr. Edward Kelley, and the writer have inspected construction in progress at the above referenced project and have found work in general conformance with plans and specifications approved for construction. Shop drawings for work in place have been approved and quality control of soil placement is provided by a soils engineer, UTS of Massachusetts, during concrete and soil compaction operations. At present the contractor is working on foundations and masonry. The plumber has started underground work and we expect steel within three weeks. This report is issued for compliance with requirements of the Salem Building Department and Section 127.0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CID ASSOCIATES, INC. Michael A. Cassavoy P.E. #30166 Principal MAC130/cl cc: Mr. Jeffrey Anderson, Shaw's Supermarket Mr. Joseph Trolla, The Fafard Company Mr. Chris Jachowicz, The Fafard Company Mr. Edward Kelley, CID Associates Engineers/Designers/Planners CID Associates, Inc.,108 Lincoln Street,Boston,MA 02111 (617)451-9609 Q U TTTTTTTT"1'T S S S 0 11 T U U T U K] T S S S Of MASSACHUSETTS, IMC. 0 U T � U ki T U U T 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE f' -06-24-89 9 , Building Department Job No. UTS 8953 °~ ~ � Mr. William Monroe Project ' Shaw' s, Salem, Mn 1 Salem Green Contractor H. A. FafarM Sons Salem, MA 01970 Cone. Co. CLASS CONCRETE CUBIC YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name , Fine Aggr" Source Coarse Aggr" Source Admixture Brand Name Admixture Brand Name Water Source TEST SAMPLES LOCATION Transportation of one set of cylinders cast on 8-23'89 to the lab for testing. ° ca K c C-"rn � m �c � Moisture in Sand * PLANT GRADATIONS Moisture in C. Aggr. * F. M. SAND F. M. C. AGGR^ No. of Determinations #8 Weights Adjusted to Compensate 0100 04 for Moisture #50 3/8" Sand Colormetric Test 030 1/2" #16 REMARKS : #8 1n #4 INSPECTORS : U T S OF MASSACHUSETTNC" Plant- Reviewed wJ Field- L. A" By : Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MR 02180 617-438-7755 CONCRETE INSPECTION REPORT" DATE 08/23/89 11 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA 1 Salem Greer- Contractor H. A. Fafard R Sons Salem, MA 01970 Cone. Co. Lynn Sand & Stone CLASS CONCRETE 3000# 3/4" CUBIC YARDS 14 ASTM C-39 _ TEST SAMPLES LOCATION — - 4 cylinders Leading dock 12. 5 - 13. 5 wall. Slump 4", air cont 4. 5%, air temp 80, cone temp 70 truck # 37, ticket # 24815, time 1 :30. n � rn T= r m o_ Mr co _ m m_ n- w �rn %.n 6 =o v m � y n N Cb y CO LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. R723 6x12 28. 27 08/23/89 08/30/89 7 2, 480 R724 6x12 28. 27 08/23/89 09/20/89 28 R725 Gx12 28. 27 08/23/89 09/20/89 28 R726 6x12 28. 27 08/23/89 09/20/89 28 REMARKS: U T S OF INC.INSPECTOR: Reviewed Field-- DL, max day, 1 hour travel.. By: MichJf(CHUSETTS, eshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE= INSPECTION REPORT DATE: 08/17/89 8 Building Department Job No. UTS 8953 Mr. William Monroe project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard R S-jrls Salem, Mn 01.970 Cone. Co. Lyrin Sand K Stone CLASS CONCRE-rE CUBIC YARDS DRY WEIGHTS MATERIALS - Cement Brand Name Fine Aggr. Source Carse Aggr, Source Admixtl..rre Brand Name AdnliutUre Brand Name Water Sol..u-cF.? 1-EST SAMPLES LOCATION Transportation of I set of cylinders east Orl 8/16/89 to the lab for- testing. -z CLIO c yn — ya r.1 Z g,n .l- o Z YW cam Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. % F. M. SAND F. M. C. AGGR. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for- Moisture #50 3/8 Ei E3nd Colc?rrlletr'ic rest #3l1 1/21, #16 3/4" REMARKS: #8 1 " #4 1 1/c:" INSPECTORS : U T S OF JACHUSETTS, :rNC. Plant— Rev i.erved Field- MS By: Micha Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 . 617-438-7755 CONCRETE INSPECTION REPORT DATE - 08/16/89 1O Bui. ldi.nrq Department Sub N.:.. UTS 8953 Mr. William Munn.>e Project Shawls, Salerli, MA I Salem Green C0ritractc-r H. A. Fafard K Suns Salem, MA 01970 C orle,. t:.... Lynn Sand & Stone CLASS CONCRETE 30o0# 3/4 CUDIC: YARDS 8 AsTm C',--39 TEST SAMPLES LOCATION - 4 cylinders Footing line 12--5 A to A4 and A 3 11. 3 to 10. Slump 4" , air, cr. nt 4. 8/, air temp 82, conic, temp '78 tri.{ck. # 21., ticket # 2430G, time 12.30. ss raA " m ,o CDA z g CD -----------—.___._—._.___.___._..._....------—..__....-._._...—._..__.�._._ I_.AB DATE DATE AGC NO. SI IE AREA CAST TESTED DAYS Pq. 1. P`-317 E:,x 12 28. 27 08/16/89 08/23/89 7 2, C 5 0 P918 6x12 28. ='7 08/16/89 o9/13/89 2.8 3, 36() P=119 Gr.1. i'8. c7 08/1G/89 09/13/89 28 3, 454) FJ92o (.-,x12 x=8. 27 ("8/16/89 09/13/89 28 3, 50o ----------......... REMARKS U T S OF MASSA(, JS :TTS, INC. INSPECTOR.- Reviewed F:i.eId-- MI-:, rain day, I hour travel. Bye Michael De.>hler U U TTI I I I I I I I b Z3 Z3 U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE U8/16/89 1U Building Departnrerit Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA 1. Salem Greer, C.:.rtractor H. A. Fafard R Sens Salem, MA 01970 Ci-nc. Co. Lynn Sand R Stone CLASS CONCRE'I"E: 3i 100# 3/4 CUBIC; YARDS 8 ASTM C:-39 iEST SAMPLES LOCATION 4 cylinders Footing line 1'c:-5 A to A4 and A 3 11. 3 to 10. Slump 4", air cent 4. 8%, air temp 82, cone temp '78 truck # 21, ticket # 24306, time 12:30. c -i c� C37 o — - -n m r- V,n U r- m< r n a m X - va. -1 to p • CO LAB --------._-_..---------------DATE '---- DATE -----AGE -__--------- NO. SIZE: AREA CAST TESTED DAYS P. S. I. P91.7 6X12 28. 27 08/16/89 08/23/89 7 2, 65o P918 6x12 28. 27 08/16/89 09/13/89 28 P91.9 6x12 28. 27 08/16/89 09/13/89 F:8 P920 6x12 28. 27 08/16/89 09/13/89 28 REMARIiS; U T S OF MASSACHUSE "r5, INC. INSPECTOR: Reviewed Field-- MK, min day, 1 hour travel.. By: Michael Des F ler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL_ INSPECTION REPORT DATE 08/14/89 15 Building Department Job No. _UTS-8953 Mr. William Monroe Project Shawls,.--Salem,-MA-, ]. Salem Green Contractor Hai. Fafard & Sens Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY I COMPACTION 1 8. o 133. 0 131. 0 98. 0 10. 3 135. 0 133. 0 98. 0 - 3 5. 3 134. 0 130. 7 97. 0 "K new C rcD. cc n IT— To To LOCATION: ELEVATIOI;j! C� T= r— ;,n;,< on mrrr7 --37 .� Test #1 - See Sketch ; 136. 0 y cc» am "fest #2 - See Sketch ; 127. 0 ym Test 03 - See Sketch ; 141. 0 Purpose: To observe earthwork activity and perform field density tests. Comments: This inspector arrived at the site at approximately 12:00 neon and met with the site super, Mr. Scott Mcinnis. Mr. Mcinnis indicated the footing area had already been compacted and the material used was an on site sandy gravel. Field density tests were performed by the sand cone method. The test results were related to to the site super and client prior to departure. INSPECTOR: A. M. rain day R- I hr try U T S OF MASSACHU8E "" `, INC. Reviewed By: Michael Deshl r 5 3� /3 b' {{ '� �'�`ii�r%✓/�ln �- c a ,fig 'r r 5 Richardson Lane I C I.US IJ / ' FIELD c-, JOB NAME: 1 1 /"'rl' % °� / ff Stoneham, Ma02180 "The Construction Testing People' PROJECT NO.: hTs BgS3 SKETCH Of Massachusetts Inc. , U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 08-14-89 7 Building Department .Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA I Salem Green Contractor H. A. Fafard. Y, Sons Salem, MA 01970 Conc. Co. CLASS CONCRETE CUBIC YARDS _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source -------------- --__-------- -------___.--_._._---- TESL" SAMPLES LOCATION Scheduled concrete placement canceled due to inclement weather. C') ca cD t r,a C r ^m o n to ,r< N !R W O a m rn � m N GO Moisture in Sand % PL-ANT GRADATIONS Moisture in C. Aggr. % F. M. SAND F. M. C. AGGR. No. of Determinations 08 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/8" Sand Colormetric Test #30 1/2" #16 3/4'' REMARKS: #8 1 #4 1 1/2" INSPECTORS: U T S OF MASSAQ S, INC. Plant- Reviewed rhu Field-- K. V. H. rain. day + 1 hr. travel By: Michael Des ler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-439---7755 CONCRETE INSPECTION REPORT DATE 08/10/89 i S Building Department Sob Nig. UTS 8953 Mr. William Monroe Project Shawls, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Conc. Co. Lynn Sand & Stone i CLASS CONCRETE: CUBIC YARDS DRY WEUGHTS MATERIALS Cement Brand Name Fine Aggr. Source .- Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water, Source .,.... - TEST sAMPi_£:s LOCATION � s" Scheduled concrete placement cancel. lea by contractor. o� C" r r"C") � z an_ M m na o _ o �, r*a � � z N DD L cm Moisture in Sand PLANT GRADATIONS Moisture in C. Aggr. % F. M. SAND F. M. C. A(JGR. No. of Determinations #S Weights Adjusted to Compensate 4100 4#4 for Moisture #50 3/8'' Sand Col.ormetr'i.ci Test #30 1/21, #1G 3/4" REMARKS : #8 1 ° 04 1 1/21, INSPECTORS: U T S OF MA;i:SACI-FUSE 1 TS, INC. Plant- Reviewed Field- DL. Min day + 1 hr trvl By Michael,=1 P.c sI r" U U TTTTTTTTTT S SS U Q T S S U U T S U U T S S S Of MASSACHUSETTS, XNC" U Q T S U U T S S UULU T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 ~ � SOIL INSPECTION REPORT DATE 08/09/89 14 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA � 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 9. 5 130. 6 128" 9 99. 7 _ 2 9. 9 130. 6 129. 2 98^ 2 3 6. 0 129. 9 123. 6 95. 1 4 6. 3 129, 9 124. 1 , 95, 5 Q1* V-0 CZ � � � LOCATION: ELEVATION:m, Test #1 - Base of footing A, 4-13 ; 134' Test 02 - Base of footing A^ 4-12" 5; 134' Test 03 - 11 inside wall 16-D^ 5; 137' Test #4 - 1' inside wall 16-A. 4; 1371 Weather: Clear Purpose: To perform field density testing Equipment operating : Backhoe, small double drum roller - Summary: The writer arrived onsite at 8:00 am and met with Mr. Jach- owicz who indicated the scope of today' s activity included backfilling and field density testing" Mr. Jachowicz requested two tests performed on footings in the rear of the building, and two tests on the wall back- fill which was placed and compacted previously. These tests were per- formed in accordance with ASTM D-1556; all tests were in excess of 95% compaction. Test results were related to the job superintendent and client prior to my departure" INSPECTOR: DL Min day + 1 hr trvl U T S OF MASSACHUSET NC' Reviewed V V � ) � By: Michael Deshler MINUTES OF MEETING NO. 8 PROJECT: Shaw ' s Supermarket - Salem, MA LOCATION: Jobsite CONTRACTOR: The Fafard Companies DATE: August 8 , 1989 OWNER: Shaw ' s Supermarkets , Inc. CID Project No. 88161C DESIGNER: CID Associates , Inc. FROM: Michael A. Cassavoy, CID Associates , Inc. ATTENDEES : Jeff Anderson Shaw' s Supermarkets Project Manager Richard Perry Shaw ' s Supermarkets Joe Trolla Fafard Vice President Crispin Jachowicz The Fafard Companies Superintendent Rich Torres Fafard Project Manager Steve Santry City of Salem Building Inspec . Paul M. Tuttle City of Salem Electrical Inspec. John J . Graidi City of Salem Wiring Inspec. Dennis Ross City of Salem Plumb.& Gas Inspec. Bob Strickland Hussmann Michael Cassavoy CID Associates , Inc. Project Manager Ed Kelley CID Associates , Inc . Clerk David Gallagher Weber Associates Gerard Guillemette Artec Sprinkler o Robert Walker East Coast Electric < D. Bill Bassignani Park Steel Ernie Field East Coast Elec. Cont . CD Russell DiMauro Total Mechanical m R74 V1 DD Bob Siemaszko T.H.B. Corp. rn F o M � xm m � � n r PREFACE o The next meeting is scheduled for Tuesday, August 15, at 9 :30* A.M. o Revise drawing for COR#1 , Deli Changes , on 8-1/2 X 14 format . Due August 15, 1989 . o Date on minutes of meeting No. 8 should have been August 1 , 1989 , not July 25 , 1989 . r, m ~ " m � ry o c * Revised time of meetings . m e cC m � � m n 1 of 5 "' TOPICS DISCUSSED 1-3 Construction telephone numbers are as follows : Fax No. ( 508) 741-3196 Clerk trailer telephone number (508) 745-3951 Fafard construction trailer number ( 508) 745-3576 1-5 All shop drawings are due 45 days from June 21 , 1989 . There may be problems subcontracting all trades within 45 calendar days . Schedule of shop drawings : Misc . Metal (due 8/14/89) Plumbing: THB (returned) HVAC : Total Mechanical (in for review) Electrical : East Coast Electrical (revise & resubmit some sections) Fire Protection: Artec (8/15/89 shops due) Tile: (due 8/29/89) Mason: (sample wall must be approved) Dock Levelers : (8/22/89) Smoke Vents : (due 8/22/89) Roof : (due 8/22/89) Doors & Frames (due 8/22/89) Door Hardware: (due 8/22/89) Jeff Anderson at Shaw ' s has determined critical items with Fafard. Revised shop drawings due date is partially listed above. 1-11 Precast refrigeration pits may be used in lieu of cast in place . Pitch 1" in 20 ' . Action: Rich Torres to advise. See Item 8-1 . 1-15 Project Safety Meetings shall be held at the site. The first meeting shall be held before September 1 , 1989 . Dave Smith (Fafard Safety Officer) will hold site safety meetings . CID advises that this is a hard hat job. Hard hats shall be worn by everyone in the construction areas . * Telephone in trailer will not be available until after strike. 2 of 5 J 1-16 Roofing Pre-Construction Meeting (10/10/89) , and quarry tile trades will require a preconstruction meeting. Sub- Contractors , Contractors , CID, Testing Agency, and Clerk shall attend all. pre-construction meeting. 1-20 The parking lot restriping requirement was reviewed. Fafard does not want to restripe in front of the Shaw' s Market . Action: Paul Beady and Jack Thornton will resolve with real estate . Site Plan Review drawings should resolve. See 2-1 below. 2-1 Fafard will submit retail stores site plan to the planning board for review. Most current site plan will be presented. Action : Fafard - Joe Trolla advises plans will be submitted September 1989 . See 1-20 above for additional action. 3-5 Steel joists are on a fast track. Joist subcontractor will be Vulcraft . Herman Protz will send an inspector to check joints in fabrication . 5-3 Foundations - 72 hours in Spec. at back walls . Super will check with Ed before stripping rear wall . (Patch foundation at F. 7-16) . 7-2 Park steel recomments providing as built anchor bolt plans be provided for the steel fabricator. Action: Fafard will provide. Steve Santry from the building department will require as-built foundation plans . 8-1 There is a problem with the refrigeration pits . The refrigeration sub-contractor may burn elec. wires in the pit . Dick Perry and Dave Gallagher will review and advise if corrective action is required. 8-2 There is a conflict at the grocery receiving dock rear foundation wall with the telephone conduit . In order to keep construction on schedule the wall may be moved + V -0" to beyond the cable encasement to accomodate the problem. CID will issue COR #2 for corrective action. Fafard will have no extra charges for this work. Action: CID issue CORN . 8-3 Sprinkler flow test is scheduled for Friday August 11 , 1989 . The fire department , water department , Ed Kelly and the Superintendent will be present to verify. 3 of 5 8-4 One set of sepias will be provided for coordination of all trades - Mechanical , Electrical , plumbing and fire protection. Each Sub-contractor shall review and make his conflictions on the sepias as soon as possible. Action: Fafard to provide sepias . 8-5 There are several items rejected on the electrical Sub-contractors submittal . Dave Gallagher and the electrical Sub-contractor shall coordinate . 8-6 The plumbing Sub-contractor will start August 14 , 1989 . All inverts will be located on the foundations . 8-7 There is a problem in the Town with plumbing bow vents . Bob will review with the plumbing inspector. 8-8 Two working days (24 hours) notice will be required before all electrical inspections . 8-9 Steel columns are due on the site August 11 , 1989 . There may be a problem scheduling due to the size. Park Steel will advise. REVIEW SCHEDULE 3-8 Preliminary Schedule Items: Anchor Bolts 7/7/89 (installed) Soils excavation 7/7/89 Foundations 7/12/89 (installed) Col . and C .I . frames 7/17/89 (Shop' s returned) in masonry shop dwgs Masonry 8/7/89 Plumbing 8/14/89 Refrigeration 8/21/89 Joist Mill Order 8/20/89 Steel Erection 9/5/89 Rooftop Units ASAP Switch Gear ASAP 4 of 5 REVIEW CHANGE ORDER REQUESTS 1-29 All Change Order Requests and additional contract items will be compensated by the Change Order Process . COR #1 COR #2 These minutes are an official communication of CID and Shaw ' s to the Contractor, Subcontractors and Suppliers . If you disagree in whole or in part , notify the project manager in writing immediately. If communication is not received in writing within 2 weeks , we will assume attendees agree with these minutes . Respectfully submitted, ,l� Michael A. Cassavoy 1V� Project Manager cc: Attendees John Seaberg, Shaw ' s Jeff Anderson, Shaw ' s Richard Perry, Shaw ' s Bill Burdwood, Shaw ' s Joe Trolla, Fafard Robert Strickland, Hussman Mike Cassavoy, CID Dave Gallager, Webber Associates MAC308/slm 5 of 5 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T cS U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 517-438-'7755 CONCRETE INSPECTION REPORT DATE= 08/04/89 Building Department _ b-No - WT-S-8'35 --- -- Mr. William Monroe Corrojec_t....Shaw s,.SaIern,�i^Fi� 1 Salem Green (S( tr'artc-r H. A. F'ai-ard a Sons Salem, INA OJ.`ci7Cr Conc. Co. Lynn Sand Stone CLASS CONCRETE CUBIC YARDS DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water, Source -----T--------------._... ---0--C-.----..._..---- - - ...._........—---------- Transportation ------ - _........ --......._...__... - -- ......_.-.. -EE_t,.7- E3Ah'Ip�U:::: 1..C�C=ATI(]N ransportat ion of one set of cylinders, cast or; 8/3/89, to the lab for testing. n C, � C M p Cn n - arn_ co z M =rn cn o C7 r� rn a � � Cn m fn [.0 Moisture in Sand i; PLANT GRADATIONS Moisture in C. Aggr. % F. M. SAND F. M. ['=. AGGR. No. of Determinat :ions #h8 Weight=: Adjusted to Compensate #1100 04 for Moisture #F50 3/811 Sand Colorm trice 4:"-Test- �3o J..,-._'' 016 3/4" REMARKS ; #8 J. ##4 INSPECTORS: U T 8 OF MASSACIlIl -f TS, :Ni.::`,. Plant- Reviewed f=ield- L. A. By: MichaelDesk ler i U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 08/0:3/89 9 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA I Salem Green Contractor H. A. Fafard R Sons Salem, MA 01970 Conc. Co. Lynn Sand & Stone CLASS CONCRETE 3000# 3/4" CUBIC YARDS 20 ASTM C•-39 _ TEST SAMPLES ----- L_OCATION--- ---�---�-'-��-- ~--_ 4 Cylinders Wall A-A. 4 + 10-11. 3 Slump 4. 5, Air Cont 4. 5, Air Temp 75, Cork Temp 70 Truck # 14, Ticket # 22624, Time 9:30AM a r Zr r.' (D z T'- n T,r F. , n ...;rat azr o ;ra p m C-0 caa ----- NO. SIZE AREA CAST TESTED DAYS P. S. I. N732 6x12 28.27 08/03/89 08/10/89 7 2, O51) N733 6x12 28. 27 o8/03/89 08/31/89 28 3, 630 N734 Gx12 28. 27 08/03/89 08/31/89 28 3, 750 N735 6X12 28. 27 OB/03/89 08/31/89 28 3, 890 REMARKS: LJ T S OF MASSAETT S, INC. INSPECTOR: Reviewed Field- D. L. By: Michael D shler^ U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 022180 617-438-7755 CONCRETE INSPECTION ION RE:POI?1' DATE. . 08/03/89 9 Bu:i. l.di.ng Department .lob No. LITS 895=3 Mr. William Monroe Project C Shawls, Salem, MA F 1 Salem Careen Contractor H. A. Eafard & Sons Salem, MA 01970 Cone. Co. Lynn Sand c'. Stone CLASS CONCRETE 30000 3/4" CUBIC YARDS 20 ASTM 0-39 TEST SAMPL_.ES _OCCAT:IOhJ -- 4 Cylinders Wall. A--A. 4 + 10 -11.. 3 Slump 4. 5, Air Cont 4. 5, Air CE•rnP 75, CConc- Terrnh? /U Truck rk 14, 'I'7.ritet 22624p 1':irne 9: 30Aht h xa CM C) m p n m co z rn< Ln c' gm ry p C 7� M a • cn m 'i i . to c0 ............................._--.-_..,_------.......___.___.__-_...-_-._..._.--..____.._.__....-...._-.-_._-....__.---------------._.___._____.-._.......---._....... LAB DACE DATE AGE NO., SIZE. AREA CAST TESTED DAYS P. S.I. N732 Gx12 28. 87 08/03/89 08/10/89 7 2, 050 N733 Gx12 28. 27 08/03/89 08/31 /89 28 N734 6x12 28: 27 08/03/89 08/31189 c8[] N735 6x12: '.8. x_'7 08/03/89 08/31 /89 28 Et I::.IdIA R1iri I_I TS OF hiASSACHUS-: I:NC, INSPECTOR- Reviewed 70 Field- D. L. By: Michael. Deshler U U TTTTTTTTTT S S S ' U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL. INSPECTION REPORT DATE: 08/03!89 13 Building Department Job No. UTS 8953 Mr. William Monroe Project' Shawls, Salem, t+lA I Salem Greer, Contractor H. A. Fafard & Sons Salem, MA 01970 FIELD TEST F# % MOISTURE. M. D. D. DRY DENSITY COMPACTION' ION 1 7. 0 129. 9 124. 8 96. 11. 7. 2 129. 9 127. 0 97. 7 -i 47 Q rte r m o m rn CA z rrr,< .c- xm q L..00_ATION; ELEVF=TIC1N cc � M H m e 0 ZZ Test !#1 -- Lobby Area off F. 7 -- 14g 136. 5 Test 02 "- 21 Inside Wall F. 7 "-12; 7.37. 5 is Purpose; To perform Field density t-e=> in accordance with ASTM 1556, Comments: ..... the undersigned reported to the project site at approximately 8:00 am and met with Mr. .Jar_howicz. Mr. Jachowicz indicated that backfill along the walls was ready for density tests and that I was to run two test=s at random. The backfill was placed and compacted prior to to the visit.. Two field density tests were taken and indicated satisfactory compaction The test results were related to client prior to departure. INSPECTOK D. L. min day & I hr. trv. U T S OF MASSAC_HUSET T. AC. Reviewed By: Michael. Des-1--�r j' .4 0 � 0 � S � 1 � n i 134.5 c0 S I y m - oei 'FRO3r O 3 I A ROOF 0"N �4.s �' Pcs CM. WAmk i 'KJ - 134,5 .� �a PRoFnsED SUPEftM�KET �= rOOTPRiNT- 47,837 SF v - MEzzar�tlN�= ��ZS ± SF RR� -o p N 1=11 . FL. EL. = 138. 5 13¢.75 a O W z 134.5 g N6•o m , �I > x z m p 13 5.0 _ 134.75 PROP C0 )Z�134:33 d �� hh 134,5 � � 1 134.4 b' 4 Zoo rc 132.07/., PROf�oS�� RETp-I L STOftEs FooTP R I Wr = 15,X26 t ,5 F DOM. IVA7ER (f) '1'I R`»3 00 r . � .. � Io'W lr� rOhIG,SIDEraAtY1J 011) U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 08/02/89 4 Building Department ,lou NoUTS 8953 Mr. William Monroe Project Shawls, Salem, MA I Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Conc. co. Lynn Sand K Stone CLASS CONCRETE CUBIC YARDS DRY WF_IGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water, Source ----------------------- -- ------ — TEST SAMF'I_ES L_OCAI'ION Transportation of 1 set of cylinders cast on 7/31 /89 to the lab for testing. c CO S7 z. m Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr. !. F. M. SAND F. M. C. AGGF"a. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture 0:50 3/8" Sand Colormetric Test #30 1 /2'' #16 /4'' REMARKS: #8 V #4 1 1/c " INSPECTORS: U T S OF MASSACHUSETTS, INC. Plant- Reviewed Field -- LA By: Michael Deshle=r/ �&D U U TT.0 T TTI TT T S S S U U T S is U U T s U to T S S S Of MASSACHUSETTS, IMC. U U T s U ki T S S U U U T ci S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT' D".) r 1i-- rr ti?.-.;3:1._-.3'') 8 Building Department job No. UTS 8953 Mr. Villiam Monroe Project f "-Shawls; Salem, MA I Salem Green Contract!T H.Aw-Fafard & Sons Salem, MA 01970 Conc. Co. Lynn Sand & Stone ..........--------------- CLASS CONCRETE 3000H 3/4" CUBIC YARDS 15 ASTM C-39 1._1.7 4 cylinders Lobby Wall. Slup 4", air cont. 4%, air tep m . 77, conc. temp. 70 truck H18, ticket U2844R, time 1 :00 PM V.J2 00 C.) k do c0 DATE DATE AG[* NO. SIZE AREA CAST TESTED DAYS P. S. I . N459 6X12 28. 27 07/31/89 08/07/89 7 2, 800 H460 6x12 28. 27 07/31/89 08/28/89 28 4, 78() N461 6X12 28. 27 07/31/89 08/28/89 28 4, 780 H462 Gx12 28. 27 07/31/89 08/28/89 28 4, 600 U T S OF MASSACI-1USETTS INC. INSPECTOR- Reviewed Field- D. L. By„ Michael D:7: 010 U U TTTTTTTT'E-T S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S UUU T SSS S Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 07--31--89 F.? Building Department .lot, No. r Mr. William Monroe Proje=ct Shaw' s, Salem;M Salem o 1, b_Son s l.em Greien Conti" c_t -i Re-R`Faftrd Salem, MA 01970 Conc. Co. Lynn Sand t? Stone CLASS CONCRETE 3000* .3/4" C:UIjIC YARDS 15 ASTM C-0--) - -- ......._.................. ..------------------- _._...._.__... -.._.....- ._.._...__..__.... ...-......._..... -._...__.............----.. rE�,T- isr=�••�r-i..ES E..oCAT:r.��ra 4 cylinders Lobby Wall. Slump 4" air cont. 41, air temp. 77, conc. t.'emp. 70 truck 018, ticket #22442, time 1 :00 PM � � C mm v a 00 z n w n --m to � m n y � .__..._.......-...._-_..__._.....___..._..._..___._..._--------------..._._-__.-........_.-.-___....__....__..............._......_--..................._._.._.-..............-._.._........__.--.__.-.._._-.--...... I..AFt DATE. DATE: f-1:=7E NO. SIZE. AREA CAST TESTED DAYS P. S. I. N459 6x12 28. 27 07/31 /89 08/07/89 7 • 2, 80o N460 6x12 28. 27 07/31/89 08/28/69 28 N461 6x1.2 28. 27 07/31/89 08/28/89 28 N462 6x12 28. 27 07/.31./89 03/28/89 28 -..-_.......... - ........-........ . - - - ._.._..._.. ........ - .._.__..........__.._.....,.._.. RF..-MARKS: LJ T S OF MASS` C;4. .: fTS, INC. INSPECTOR Reviewed E=i.cal.ci - I:. L. By: Mic:�hua.e�l. I? ..s er U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL INSPECTION REPORT DATE_ IT 07/29/39 12 Building Department Job No. UTS B953 Mr. William Monroe Project r Shaw' s, Salem, MA I Salem Green Contractor H. A. Fafard k Sons Salem, MA 01970 __._._..-..__.-""-____-._-"_..._-.. .. ."_-"..-_-.._.__."..-""....-".__"._--_"_-" FIELD TESL" ## MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 6. 0 129. 9 122. 7 94. 1 6. 1 129. 9 120.5 92. 7 -{ 6i Q � C O� r (n CM) CCD z vm M-< +� n �m o J o r M LOCATION: Et_EtA1"I:ON: y y -i C/1 w N t� Test #61 -" 2' inside wall 16 C,. 5, 134. 51 Test 02 - 2' inside wall 16 C. 5g 135. 0' Weather: Clear Purpose: Observe earthwork & perform field density testing in accordance with ASTM D--1556 "_. Equipment operating : I excavator, 1 plate compactor Summary; The writer arrived onsite at 8:00 a. m. and met with Mr. ,Tach-- owicz who indicated that gravel would be brought in from the Reading site and :inside backfill would begin, and I:hal; in his opinion field density testing was not required although Shaw' s representative stated they were. Two field den=sity tests were performed as requested by Mr. Ed Kelley of Shaw; tests were performed in accordance with ASTM D-1556. These tests indicated satisfactory compaction based on a 92% requirement in areas more than 1. 0' below slab. Along the inside of wall F. 7, 10-"13 large stones 5"-8" in size that had accumulated along the footing from onsite material were not removed prior to placement of G" of gravel. Test results were related to the client prior to my departure. INSPECTOR: DL Max day + I hr. trvl. U T S OF MASSACHU5 3, INC. Reviewed By: Michael. Deshler =0 r�� J 134.5 T S o 3 n PROF G.6. � o �' •s N 7 _ r co0 ROOF DRAIN b4.5 t0' DO �VA7DR 134.5 ��: PROR�ED SUf ERM�KET °a F00TPRINT- 47,837 + SF MEZZa.�111J>= = iS25 ± sF o` N �Ir�• FL. EL. = 138. 5 13¢.75- 0 m O z 1345 , N6• D ' m ZO 13 5.0 134.75) PROP C6 Ly- 34.5 t '� f'ROI�OS>ri� RET?-I L STORES FoOTP R I NIT = 15 6,20 ± 5 F DOM- IVA7ER R�13 20 /�N) - Cn '7I M r -4 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 022180 617-438-7755 CONCRETE: INSPECTION REPORT DATE 07/28/89 7 Building Department Job No. UTS 8953 Mr. William Monroe Project Shawls, Salem, MA I Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Cone. Co. Lynn Sand ? Stone CLASS CONCRETE 30004 3/4" CUBIC: YARDS 22 ASTM C-39 TEST SAMPEES L66ATI0N - 4 Cylinders Footing Lobby Slump 2. 5, Air Cont 4, AIr Tema 84, Cone Temp 71 Truck. # 27, Ticket # 22354, Time 12:45PM '{ C m c: - v m< n 3fil LTe p M y a � m m in c� - -- -- -- ------- ---- _------ - ----- -- - --- - -- --------- LAD ------LAB DATE DATE AGE NO. SI-LE AREA CAST TESTED DAYS P. S. I. L_972 6x 1 =' 28. 27 07/28/89 08/04/89 7 2, 620 L.973 6x1.2 28. 27 07/28/89 08/25/89 28 4, 240 L.974 6x12 28. 27 07/28/89 08/25/89 28 4, 130 L975 6x1. ' 28. 27 07/28/89 08/25/89 28 3, 890 - --- -- - -- -- - - - --_- -..-_.-. -- - ---- _ ... - .-...--------- -._..--- _ - --- RE:MARKS U T S OF MASSACHU - .S.., INC. INSPECTOR" Reviewed Field-- D. L. By; Mict ael Deshl r U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL. INSPECTION REPORT DATE 07--28--89 to Building Department Job. No. UTS 8c)5 Mr. William Monroe Project Shaw' s, Salem, MA 1 � ---� 1 Salem C'ar'een Contract(T H. A. Fafard-k-Sorrs� Salem, MA 01970 bJE:ATHE R:----Partly c 1 ._rd e —— --—--------- - - -.-- ---- -- - EQUIPMENT OPERATING: I Excavator, I Plate Compactor PURPOSE: Observation The undersigned reported to the above job site at approximately 8: OOAM to observe the backfilling outside of the foundation wall. Met with Mr. Jachowi.cz, who indicated that exterior backfilling would take place. Material was placed outside wall F. 7 10 -- 13 in 6" lifts and compacted with a plate compactor. Wet material was removed from footing A. 4 - 14. 8 drawn 6" and was replaced with crushed stone. This stone was then compacted. Today' s activities were related to the client prier to departure. "'H c'* r Kn Kn m rn � INSPECTOR: D. L... U T S OF MASSACCHU S`c,1�T.��, INC. max. day + 1 hr. travel Reviewed � ��J By: Michael. Deshler U U TTTTTTTTTT S S S U U T S S U U T S U tu T S S S Of MASSACHUSETTS, INC. U 1U T S U U T S S U U U T S S S 5 Richardson Lanew Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE ~- 07/28/89 7 ~ Building Department Job No, UTS 8953 Mr. William Monroe Project !Shawls, Salem/ MA 1 Salem Green Contractor-H. A. Fafard & Sons Salem, MA 01970 Cone. Co. Lynn Sand & Stone CLASS CONCRETE 30000 3/4u CUBIC YARDS 22 ASTM C-39 _ TEST SAMPLES LOCATION 4 Cylinders Footing Lobby Slump 2" 5, Air Cont 4, AIr Temp 84, Cone Temp 71 Truck # 275 Ticket # 22354r Time 12 :45PM ~rri x � � � ��---- �� -- ��.�� LAB DATE DATE ARE NO. SIZE AREA CAST TESTED DAYS P, S^ I, L972 6x12 28" 27 07/28/89 08/04/89 7 2, 620 L973 6x12 28" 27 07/28/89 08/25/89 28 L974 6x12 28. 27 07/28/89 08/25/89 28 _ L975 6x12 28. 27 07/28/89 08/25/89 28 REMARKS: U T S OF MASS TS, INC. INSPECTOR : Reviewed \ Field- D. L. B>/: Michael Desh .�r U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 06180 617-438-7755 CONCRETE INSPECTION REPORT DATE 07/27/89 6 Building Department Job No. LJTS 8953 Mr. William Munroe Project Shaw' s, Salem, MA 1 Salem Green Contractor N. A. Fafard R Sons Salem, MA 01970 Conc. Co. Lynn Sand & Stene CLASS CONCRETE 3000# 3/4" CUBIC YARDS 24. 5 ASTM C--39 _ TF ST Sf1MPLES LOCA PION 4 Cylinders Font inq ( 11 ) B6 tc, E. 6 + ( 1c:7 D. 5 + E. 6 Slump 4", Air Cent 4. 5, AIr Temp 80, Cone Ternp '73 Truck # 38, Ticket # 22249, Time 9. 15 n � rn c � w m � y z r'C m ="n m n w � to ca LAB DATE. DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. L968 6x12 28. 27 07/27/89 08/03/89 7 2, 580 1-969 fix 12 28. 27 07/;_7/89 08/24/89 28 3, 6 j 1-970 6x12 28. 27 07/27/89 oB/c14/89 28 3, 540 1-971 6x12 28. 67 07/27/89 08/24/89 28 3, 580 REMARI;S U T S OF MASSACFIUS 7TS, INC. INSPECTOR: Reviewed 1- j.eld-- D. L. By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION RE=PORT DATE 07/27/89 S Building Department Job No. UTS 8953 Mr. William Monroe Project Shawls, Salem, MA I Salem Green Contractor H. A. Fafard &. Sons Salem, MA 01970 Conc. ivo. Lynn Sand & Store CLASS CONCRETE 30000 3/4" CUBIC YARDS 24. 5 ASTM C-39 - - -- -- -- - - -- -- --- ---------- - - TEST SAMPLES i._OC;AFICli`1 4 Cylinders Footing ( 1. 1. ) B6 to E. E: + ( 1.2) D. 5 + E. 6 Slump 4" , Air Cont 4. 5, AIr Temp 80, C.onc. Temp 73 Truck ## 38, Ticket 4# 22249, Time 9: 15 C= TM n� b �En a X v �_ CD n � (n W Ca LAB DATE DATE AGE NO. SIZE AREA CAST- TESTED DAYS P. S. I. L.968 Gx12 28. 27 07/27/89 08/0e;/89 7 2, 580 L969 Sx12 28. 27 07/27/89 08/24/89 28 L974 E•x1.2 28. 27 07/27/89 08/24/89 28 L971 6x12 28. 27 07/27/89 08/24/89 28 --- - ---- - -... -- --------------... - .....-- ..__.._.. ---- -- - -._.._..... -------- ------------------.-. REMARKS: U T S OF MASSAGE{Ut r r .', INC. INSPECTOR: Reviewed Field- D. L. BY: Michael. Des .e+ U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL INSP=ECTION REPORT DATE 07-27-89 9 Building Department Job. No. U8'153—�1 Mr. William Monroe Project :ihaw' s,,Salem, MA 1 Salem Green Contractor- H. A. Fafard & bonS Salem, MA 01970 WEATHER: Clear EQUIPMENT USED: I Excavator, 1 Dump Truck, 1 Plate Compactor, 1 Double-drum Roller. PURPOSE; Observation. The undersigned reported to the above project site at approximately 8:OOAM to observe footing excavation and wall backfilling. Met with Mr Jachowiez who indicated that backfilling of walls would take place, and also the excavation for lobby footing. The outside of wall. 16 A. 4 - F. 7 was backfilled in 6" lifts and compact- ed with a plate compactor. No field density tests were required outside walls according to Mr. Jachowicz. The lobby area footing was excavated and pro ofrol led. No weak occurances were noted. Today' s activities were related to the client prior to departure. n u)M z M-e o N � N Lp INSPECTOR: D. L. U T S OF MASSAC:HUSE:TI-S, INC. max. day + 1 hr. travel Reviewed �V/�YQ By. Michael Deshler, U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T SSS 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL FIELD REPORT DATE 07/26/89 5 Building Department Job. No. UTS_89:,3�- Mr. William Monroe Project Shaw' s, Sal-MA- 1 Salem Green Contractor, H.A.Fafard R Sens Salem, MA 01970 IdEA'T'HF R:-Clear, --- — ---��--- —A-'--- --- PURPOSE: 'ro observe backfill material along walls EQUIPMENT OPERATING- 1 excavator,, 1 plate compactor, SUMMARY: The undersi.nged reported to the project site at approximately 8.00 a. m. and met with Mr. Jachowicz, who indicated that the backfilling of walls would begin. Gravel from Fafard' s Reading site was being trucked in, and a 6" lift was placed and compacte=d on the outside wall 16, A. 4 to F. 7. A second 6" Lift was placed in the same area but not yet compacted. Insulation was being placed inside walls. Scheduled concrete placement was cancelled. r-- X* m 4 INSPECTOR: DL Max day + I hr trvl. U T S OF MASSACHUSETTS, INC. Reviewed By: Michael Deshleft u u 1111111111 U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE_. INSPECTION REPORT DATE 07/25/89 5 BUi. l.ding Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA I. Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Cane. Co. Lynn Sand & Stone CLASS CONCRETE 30o('.)# 3/4" CUBIC YARDS 44 ASTIR C:-39 TESL" SRhll='LF_S LCICRI"ION - 4 Cylinders Wall 16 A--A. 4 Slump 4. 5, Air Cent 4. 5, Air Temp 80, Conc Temp 71 Thick # 15, Ticket # 22128, Time 10.40AM n � -1U — e CD t�n - x..,-� 'oll z M m M v co LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I. 1-678 6x12 28. 27 0'7/'25/89 08/01/89 7 2, 660 1.679 6x12 28. x--'7 07/25/89 08/22/89 28 4, 100 1.680 6x12 28. 27 07/25/89 08/22/89 28 4, 140 1_681 6x12 28. '27 07/25/89 08/22189 28 4, 21(-) REMARKS- U T S OF MASSACHUSETT ', INC. INSPECTOR. Reviewed Field... D. L. By-. Michael Deshl, U U TTTTTT'TTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Larne, Stoneham, MA 02180 617--438-7755 CONCRETE INSPECTION REPORT DATE 07/25/89 5 Building Department Job No. r UTS 8953 Mr. William Monroe Project Shad s, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sens Salem, MA 01970 Conc. Co. Lynn Sand & Stone CLASS CONCRETE 3000# /4" CUBIC YARDS 44 ASTM C-39 TLfil SAMPLES LOC:AT:[ON 4 Cylinders Wall 16 A--A. 4 - Slump 4. 5, Air Cont 4. 5, Air Temp80, Core-romp 71 Truck Pk 15, Ticket # 22128, Time c� o r nm ci N c� C� Z r-,c Ln Cn N o �o m m X m N co N �p LAB DATE E. Eli I E AGE NO. SIZE:. AREA CAST TESTE=D DAYS P. S. I.. I_.678 6x I2 28. 27 07/-5/89 08/01/89 7 2, 660 L679 6x!2 28. 27 07/25/89 08/22/89 28 L680 6x12 28. 27 07/25/89 08/22/89 28 L.681 6x12 28. 27 07/25/89 08/22/89 28 FlE_D'iAF21:S: ------.. -------- ------------------ ._.._..........__. U T S OF MA. E'A 1USE_TTS, I:NC. N SPECTOR2 Reviewed Field- D. L. By: Michael )Ashler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL. INSPECTION REPORT DATE 07./25/89 11 Building Department Job No. UTS 8953 Mr. William Monroe Project f"'SI-1s, Sa. 1~ em, M21 � 1 Salem Green Contractbr-H. R-Fafard R Sons Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 9. 0 130. 6 124. 8 95. 5 2 9. ;2' 1:30. G 124. E 95. 4 9. 0 130. 6 124. 5 95. 3 CNN "z m rry o rn G� z m 0 mC)C) 7� n LOCATION: ELEVATION: !b CIO Test 01 - Footing E. 6-15; 136. 2' Test #2 -- Footing D. 5-14q 136. 21 Test #3 -- Footing C. 5--15; 1.36. 4' Weather: Clear Equipment operating : I excavator, 1 dumptruck, 1 plate compactor _ Purpose; To observe excavation & compaction of interior footings & perform field density testing in accordance with ASTM 1556 Summary: The writer arrived onsite at 8:00 a. m. and met with Mr. Sach - owi.cx who indicated that interior footings wi. l. l be excavated and com - pacted, and to perform random density tests. Three density tests were performed and indicated -satisfactory compaction at footings 14 - B. 6, C. 5, D. 5, E. G and footing 15 - B. 6, C. 5, D. 5, E. 1, E. 6, E. 9, F. 5, and footing 12 - A, 4g all were dug and compacted. No weak occurrences were noted. Test results were related to job superintendent and client prier to my departure. INSPECTOR: DL Max day + I hr t.rvl U T S OF MAS�J�HUSF-TT7, INC. Reviewed o��/ By: Michael Deshler a —r 0 S e n Ln c �o p T a - c 3 ° pROF N00Iv r 7 0 7pRfJN 34.s y ROOF - G y p- C5• La 134,5 •,� �a PRoFt�ED SUI�RM�KET -� _ A 50OTPRIN-F- 47 837 + SF r PR` rn ai MEZZa.N111J�= 1825 +• SF mc, R,,- ZI o � O W 134.5 Z x m D z !n 135.0 O !-� 0 PROP C6 00 i� R�134.33 -44 0 � 134.5 134.4 ire 0 2ao' S: 132.0 v. 4" CLDI �5, PRCP05Sv RETp-I L C=2770ReDOs �ooTP R I N1T = 15,X20 ± S� M. VAr;^R 1=11. �L. 1✓L. = .5/ Cn 'Tl = 1'�' •DO 12157'Y Q�•�i / m m r . . Io�WIrK �OrIG,S�DEriA�YQ C7 2 U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL INSPECTION REPORT DATE 07-24-89 8 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA � 1 Salem (Green Contractor-H:A:F fared—&--Sols Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 9. 0 130. 61 127. 9 97-:9, h 9 "rr' GTD z r-: r7 � � w in o� N ca LOCATION: ELEVATION: Test 41 - Footing 11 -- C. 5 130. 6' WEATHER: Cleat-, The undersigned arrived at the project site at approximately 8:00AM and --- met with Mr. Jachowicz. He indicated that no site work would take place because he was unable to get an operator for the backhoe. He requested a field density test of my choosing in a footing previously excavated. I chose 11.-C. 5 because this footing had been wet previously and a weak area showed up after it was re-excavated, backfilled and compacted. This area has since dried up. A field density test was performed and showed satisfactory compaction. The test results were related to the client prior to departure. (Field density test was performed using the sand cone: method (ASTM 1556) INSPECTOR: D. L. U T S OF MAS. CSETTS, INC. Reviewed max. day + 1 hr. travel 8y: Michael D .shler- U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL FIELD REPORT DATE 07/20/89 4 Building Department Job. No.—UTS-89-5,3 Mr. William Monroe Project Shawl s, Salem, MR 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 4JE R'1'HE R: Cloudy --- -------•---------------------------- PURPOSE:: To observe excavation and compaction of interior footings EQUIPMENT OPERATING: I backhoe, 1 dumptr -ick SUMMARY: The undersigned arrived orsite at approximately 8:00 am and met with Mr. Jachowicz who indicated that more interior foo tings would be excavated. The bac4<hc-e and dU-mrptruck were used to clean up the site but no footings were excavated. Mr . Jachowicz had me stand by for, the day in the event that footing excavation shoUld commence. n L < w _ T n C7 n Co z l rn ^^ r.; N to C17 INSPECTOR: DL Max day + 1 hr. trvl. U T S OF MASSACHUSETTS, INC. Reviewed By: Michael. Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INN U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 517-438-7755 CONCRETE INSPECTION REPORT DATE 07/19/89 ;. Buildin[. Department � f Mr. William Monroe Project 51'iaw' s, * alc_ni,Mfa _ Project S<a:!.e=m Greent_o tractor H. R. FafKard & Sons Salem, MA {)1970; Coni. Co! Lynn Sand & Stone CL.F3.`SS CONCRETE 30000 3/4" CUBIC YARDS 18 ASTM 0-39 :[ "f----- --..-----._.......- . -----------------.._.._......._..........._.._..__...._... _......_.. -- ......._ t)Pd 4 Cylinder Wali. F-7 14--14. 6 + 16 A. 4--B. 6 Slump 3. 5, Fair Cont 5, Aor Tem;:] 80, Conc Temp 71 Truck. # 37, Ticket # 2180=3, Time ?e15PN c N C C — - mm r cn n o n r.t CD Z r- n¢ cn am N C aaa M C=' to co _...__...._.__.._..._.__....__........------...._......_.__...... --------- ... .... --- - --------------- _- _....------- DATE DATE AGE: NO. SIZE AREA GHS Tl TESTED DAYS R. L. L. L062 6x12 28. 27 07/19/89 017 1, 91c, L063 6x12 28. 27 07/19/89 08/16/89 28 3, 610 L064 £ox1.2 28. 27 07/1.9/89 08/16/89 28 3, 800 tt65 r_,x12 28. 27 07/19/89 08/ 16/89 28 3, 520 FiE:.Ptilh'I'S U S eMASSACHUSETTS, VC, l!'"'E'�F{[•.i i]F}; Rnv]e34']edCi By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438--7755 CONCRETE INSPECTION REPORT DATE: 07/18/89 _, Building Department .Intl t•,_:.1,l�-{_�.,,�? ve Mr. William Monroe �turnjri_t Shave' s,- Salem, ht6; , fi :-a a.rd r._U:_:t _: f,.:c:.m r•eer'"� L, Sr'r:r•actor F-L, ra, r- Salem, MA 01970 Cone.r. Co. Lynn Sand i Stone YARDS ,.. SS i.. :,+7 CONCRETE E_`('i 30000 ,:':" CUBIC 33 ASTM TE.,`.3 SAMPLES LOCATION 4 Cylinders Wall F. 7 14. 5 to 16+16 E. 5 to F--7 Slump j°, Air Cont 4. 5, Air ' em ; 75, Cone Temp a p 7ij Truck # 10, Ticket # 23781, Time 1 cOOPM +a m Tl O ciTYt W � y, m za j ctn c� - .....— -- --------------- LA .....---_--L-A DATE DATE AGGC NO. SIZE AREA. CAST TESTED DAYS 1=', S, :C LOSS K12 c. "'E' C;.7 07/18/89 07/25/89 7 2, 30 : L067 GM12 28. 2'' 07/18/89 08/15/89 28 3, 540 LOSS 6x12 :18. 27 :7/18/8' 08/15/89 28 3, .33 1-069 EX12 28, 27 07/18/89 08/15/89 28 3, 610 .......-..........------- ...-......... ....- - --.._._.. REMARKS e U T S OF Yr ASSACHUSEfry)INC. INSPECTOR: ReviewedY � / Field--' D. L. By : Michael Deshler y U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL- INSPECTION REPORT DATE 07/ 19/89 7 Building Department Sob No. UTS--8953^---- Mr. William Monroe Project EShawL s,—Sa1em.,,MAD 1 Salem Green Contractor . A. Fafard R Sons Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 9. 9 130. 6 124. 6 95. 4 2 9. 5 130. 6 124. 7 95. 4 10. 0 130. 6 128. 8 98. 6 4 11. 4 130. 6 125. 3 96. 0 n C.— C)O -- LOCATION: ELEVATION; <m mrn o ym Test #1 - Base of footing, E. 6-11 ; 136. o a� M Test #2 - Base of footing, C. 5-13; 136. 2 y coo Test #3 - Base of footing, B. 5-13; 136. 2 "Fest #4 - Base of footing, B. 5-11 ; 136. 2 Purpose: To perform field density tests in accordance with ASTM 1556. Comments: The undersigned arrived at the project site at approx. 8x00 and met with Mr. Jachowicr, who indicated that excavation of interior footings would continue, and to take random density tests with a total of 8-10 tests being sufficient for the job. Footings on lines E. 6, 11, 12, 13. B. 5--12 were excavated and compacted -- no weak occurances were noted. Footing B. 5- 11 was recompacted, backfilled and compacted because of excess moisture in the soil form previous rainfall. The results were related to client prior to departure. INSPECTOR: D. L. max day & 1 hr try U T S OF MASSACHUSETTS, INC. Reviewed By: Michael Deshler � J Pt20P G 6.® N = OM 3 F+ A co Roor DRAIN 34.s —1 WAT r. ��: PRo(�ED sUt�Ef�M�I�T �s 1=ooTPRINT- 47,837 + SF MEZ-L,& 1�1� = 1 25 ± sF Z RR` O 134.5 1 N6• C- m D K ni > m Z m 13 5.0 134.75) PROP C6 9-15+.33 ` d 134.4 t` o Zoo' S. 132.0 v. - 4" GLDI �5. I PRopos�� RETaI L �Tor�Es Foo-rF F 1�17- = 15,6,20 ± 5 F DOM. I c /N) � / Cn -r1 R°X33 00 i25Y / I � M Io'WI �ONp.SIDEt✓A�['!J ` 0 I � U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 07/19/89 4 Building Department Job No. UTS_ ,_8953�--�— Mr. William Monroe Project Shaw' sSalern,_MA= 1 Salem Green Contractor-H. A Fafard & Sons Salem, MA 01970 Cone. Co. Lynn Sand & Stone CLASS CONCRETE 3000# 3/4" CUBIC YARDS 18 ASTM C:-39 TEST SAMPLES - LOCATION — 4 Cylinders Wall F--7 14-14. 6 + 16 A. 4-B. 6 Slump 3. 5, Air Cont 5, Aor Temp 80, Cone Temp 71 Trunk # 37, Ticket # 21853, Time 2: 15PM n m =4 -t c c) — r nm o_ (AC-) z am M< �m r o m N Cz N QG LAB DATE DATE AGE NO. SIZE AREA CAST TESTED DAYS P. S. I . L062 6x12 28. 27 07/19/89 07/26/89 7 1, 910 L063 Gx12 28. 27 07/19/89 08/16/89 28 L064 8x12 28. 27 07/19/89 08/16/89 28 L065 6x12 28. 27 07/19/89 08/16/89 28 REMARI'.S U T S OF MASSACHUS , INC:. INSPECTOR: Reviewed Field- D. L. By: Michael DeshJ. -r U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 07/18/89 3 Pu:i. ldi.ng Department Job No: UrCS-SS53 Mr. William Monroe Project f shawls, Salem, MA I. Salem Green H. A. Fafard & Sons Salem, MA 01970 Cone. Co. Lynn-Sand-R-atone CLASS CONCRETE 3000# 3/4" CUBIC YARDS 33 ASTM 0--39 _ TEST :3AMF=1.-ES ------- I_OCA1-ION------- ---------- 4 Cylinders Wall F''. 7 14. 5 to 16+16 E. 5 to F-7 Slump 5" , Air Cont 4. 5, Air Temp 75, Cone Temp 70 Truck. # 10, Ticket # 23781, Time 1 :00PM -- - --- --- -- - ---- ----- - - --- .._..-------...- -- ----- ------------- .....- LAS DATE DATE AGE:: NO. SIZE: AREA CAST TESTED DAYS P. S. I. LOGG 6x12 28. 27 07/18/89 07/25/89 7 2, 300 L067 Gx12 28. 27 07/ 18/89 08/15/89 28 L068 6XIE '-x_'8. 27 07/18/89 08/15/89 28f' L_069 6x12 28. 27 07/18/8`.-3 08/15/89 r.'_8 SSVW03MIM h115 V14 zo --------------- - - -... -- - _... ------ --- _ --- -- _- - -- -- -_ REMARKS: 1e43Q 9FtflifG€ U T c OF MASAVOLSETTS, INC. INSPECTOR : Reviewed 1, Field- D. L. By: Michael Deshler- U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 SOIL- INSPECTION REPORT DATE 07/18/89 6 Building Department Job No. UTS-8953 Mr. William Monroe Project Shaw'Ls,saiem,-MA 1 Salem Green Contractor H. A. Fafard R Sons Salem, MA 01970 FIELD TEST # % MOISTURE M. D. D. DRY DENSITY % COMPACTION 1 8. 9 130. 6 124. 1 95. 0 2 9. 5 130. 6 125. 7 96. 2 C < � M CJ D 7�j � — mg o XM = o a 3� M Cn n � N Gm LOCATION: ELEVATION: Test #1 - Base of footing, D-5--13; 136. 2 Test #2 -- Base of footing, D-5-12; 136. 2 Purpose: To perform field density tests in accordance with ASTM 1556. Comments: The undersigned arrived at the above referenced project at approx. 8:00 and met with Mr. Jachowic . He indicated that interior, footings would be excavated and compacted. He requested that two random field density tests be taken in these footings; D--59 11, 12, 13 and C-5, 1.2, 13 - B-5 13. The above locations were excavated and compacted, no weak occurances were noticed. Test: results were related to the client, prier to departure. INSPECTOR: D. L. max day + 1 hr. trv. U T S OF MASSACHUSETTS, INC.- Reviewed q / By : Michael Deshler � I ' ID 134,5 m ^ . S S a - 3 o PROP G 6. 5' A ROOF OgMN 1x4.5 Q� DOM, dA7R LOI • 134.5 PRoR�ED SUPERM�KET FOOTPRINT- 47,837 + SF MEja �ll�l� = 1b25 ± sP Z R2( I o °m C- 134.75, 0 N6. C- m z 134.5 K z m p 13 5.0 134.75 PROP Q IJN d 134.5 y s t, - � 4" CLDI F"5, PROKOSSrD KeT,4-I L- Z77 STORES R 11�lT = 15, 20 ± S F DOM, VATER IL2 R�»3 2 SAY eE / --qr ,. lo'wlrx � ,s1DE�A�YlJ 1C) 0 f / �L 2 V`J Y� U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 022180 617-438-7755 CONCRETE INSPECTION REPORT DATE 07/17/89 Building Department Job No. UTS 8953 Mr. William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor H. A. Fafard R Sons G Salem, MA 01970 Conc. Co. Lynn Sand R Stone CLASS CONCRETE CUBIC YARDS - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water, Source TESL SAIYIpL-ES �- --LOCATION--- ----------- - ----- -- -Scheduled concrete concrete placement cancelled due to inclement weather. L - ti � � fV Cal rn co c' m w _ q w x n n, z rn Cn Moisture in Sand / PLANT GRADATIONS d Moisture in C. Aggr. % F. M. SAND F. M. C. AGER. No. of Determinations #8 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/81, Sand Colormetric Test #30 1/2" #16 3/4'' REMARI:.S': #8 1 #4 1. 1/2'' INSPECTORS : U T S OF MASSAF. TTS, INC. Plant- Reviewed Field- DL Min day t 1 hr trvl By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT" DATE 07-17-89 � Building Department Joh No. UTS 8953 Mr. William Monroe Project Shawls, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 Cone. Cc.. Lynn Sand K Stone CLASS CONCRETE CUBIC YARDS ,- DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr. Source Coarse Aggr. Source Admixture Brand Name Admixture Brand Name Water Source 1"ESl' SAMPLES LOCATION Transportation of one set of cylinders cast or) 7'-14-89 to the lab for testing. h H � �V O cy C m r m chi nt< N 2 3.6 Wan C n rn y m ' C.s7 Moisture in Sand '/. PLANT GRADATIONS Moisture in C. Aggr. / F. M. SAND F. M. C:. AGER. No. of Determinations #F.8 Weights Adjusted to Compensate #100 #4 for Moisture #50 3/81, Sand Colormetric "fest #30 1/21, #16 3/4'' REMARK S: #8 1 " #4 1 iJ2" INSPECTORS: U T" S OF MASSACHU£ E TS, INC. Plant- Reviewed Field-'- D. L. Rve Mi nhAol itr nhlhr U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT- DATE 07/ 13/89 � Building Department .Tots No. UTS 8953 Fcl: Shaw' s MA Mr.. William Monroe Project , Salem, I Salem Green Contractor H. A. Fafar-d K Scars i Salem, MA 01970 Conc. Co. Lynn Sand ° Stone ---- CLASS CONCRETE 30000 3/4" CUBIC YARDS 22 ASTM C--39 _ I@i`.iil" f5(IP1F'l_Eti I_OCA"1":CON 4 Cylinders Footing F . 7 10--1.4 Slump 4.. 25, Air Cont 4. 5, Air Tem;..-, 80, Conc Temp 73, Truck. 0 31, Ticket .. 3619, Time 1 :00 PI'71 ,xa Ss c f G7'J ID G m-K 4n 3TTv rV +� rn !n L� .._..._._.._..._..___._.__......._.___._._.__.___.._______..__._.......__._....__._..______..______........_..._.__.....-._____.._._..__.__.____-.____._-._.......... ._____._........._-__.___._.. LALs DATE DATE AI_F NO. SIZE. AREA CAST TESTED DAYS P. S. I. K405 Gxl2 28. 27 07/13/89 07/20/89 7 2, 190 K406 SM12 28. 27 07/13/89 08/10/89 8 3, 150 K407 6X12 28. 27 07/13/89 08/ 10/89 8 - , 200 F;408 6XI2 28. 27 07/13/89 08/10/139 8 3, 180 F2[C:IYiAF+Kf:>a ----- --- U T S OF MASSACHUSEi INC. INSPECTOR-. Re'vieweit Field- D. L. By. Michael Deshler U U TTTTTTTTTT 6 S S U toT S U ail T S) U as T S S S Of MASSPCHUSETTS, INC. U U T S U I) T U U il T 5 Richardson Lane, Stoneham, NA 02180 617-438-7755 CONCRETE INSPECTION REPORf' DATE 07/13/89 2 Building Department Job No. UTS 8953 Mr. William Monroe Project i Shawls, Salem, MA, I Salem Green Contractor H. A. Fafard &, Sons Salem, MA 01.970 Conc. Co. Lynn Sand & Stone CLASS CONCRETE 30000 3/4" CUBIC YARDS 2;-.! ASIM C-39 **Tf- *----------------- -f-i`F.,F6TT-,-- ----- ------------------------- i- IE.E.- L..oc 4 Cylinders Footing F. 7 10-1/,, Slump 4, 25, Air Cont 4. 5, Air Temp 80, Conc Temp 73, Truck 0 31 , Ticket 23619, Time 100 Plyl Ti C71) (n� rn " M'Z �n rn ' , rn C; ----------------- ------------ A B DATE DATE A 0 E, NO. SIZE AREA CAST TESTED DAYS P. S. I . K405 Gx12 R8. 2,7 07/13/89 07/20/89 7 2, 190 K406 6x12 28. 27 07/13/89 08/10/89 28 K407 6X12 28. 27 07/13/89 08/10/89 28 K408 6X12 28. R/ 07/13/89 08/10/89 28 ------------ U T S OF MASSACHUSETTS, IN0 INSPECTOV Reviewed . Field- D. L. By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S p�� U U T S S S Of MASSACHUSETTS;'LiMW DEBT U U T S U U T S S g U U U T S S S JUL L p 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 U 48A ' �89 C17yOF SALEM,MASS. SOIL FIELD REPORT DATE � 07/13/89 Building Department Job. No. UTS 8353 Mr. 'William Monroe Project Shawls, Salem, MA 1 Salem Green Contractor H. A. Fafard & Sons Salem, MA 01970 WEATHER: Partly cloudy PURPOSE: To observe excavation & compaction of interior footings EQUIPMENT OPERATING: 1 backhoe, 1 dumptruck, 1 small vibratory roller SUMMARY: The undersigned arrived onsite at 8:00 a. m. & met with Mr. Jachowicz9 he indicated that interior footings were to be ex- cavated. Bottom of footing A. 4 10-11-3 was proofrolled ^ no weak occurrences were noted. Backhoe and dumptr.ack were used to remove eyeavated material from site. No ether activity related to site preparation occurred on this date. Today' s observations ions were re- lated to the client prior to departure. INSPECTOR: DL. Max day + 1 hr trvl U T S OF MASSACF�I�E �U, INC. Reviewed YY ��1��VVVVVV� By: Michael Deshler U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSFLTRMINME PT U U T S U U T S S U U U T S S S ppL� S Richardson Lane, Stoneham, MA 02180 617-438-77-AUL Zq '8 48 AM #89 RECEIVED cay OF SALEM,MASS. SOIL INSPECTION REPORT DATE 07/12/89 4 Building Department Job No. �r^ UTS 8953 Mr. William Monroe Project f: Shawls, Salem, MA I Salem Green Contractor H. A. Fafard R Sans Salem, MA 01970 -..-----____ -__..... _-_-___-_____.-__ _.__,__--__..._-._� F I EL.D TEST # % MOISTURE M. D. D. DRY DENSITY / COMPACTION 1 6. (:) 129. 9 124. 5 95. 9 -- 2 6. 3 129. 9 125. 0 96. 4 3 €i. 2 129. 9 124. 3 95. 8 LOCATION: ELEVATION: Test #1 -- Base of footing 16-N. 6; 1341 "fest #2 - Base of footing�t ing 16-D. 5; 1341 Test #3 -- Base of footing F. 7-1.2. 3; 1.341 Weather: Clear Equipment operating : 1 excavator, 1. bulldozer, 1 dumptruck, L small. vibrator Summary: The undersigned arrived at the project site at 8:00 a. m. A met with Mr. Jachowice_, who indicated that footings along F. 7 and 16 lines would be prepared for field density tests. Footings A4 from 13. 5 to 16 were proofrolled prior to placement of 1. 01 lift of onsite material. No weak occurrences were noted. Large stones were removed from onsite material prier to placement in these footings. The 1 . 01 lift was then compacted, and all gravel in footing lines F. 7 and 16 was; compacted. Mr. Jachowicz 'r'equested three field density tests in these two footing lines to be taken at random locations. These tests indicated satisfactory compaction and results were related to the client prior to departure. INSPECTOR: DL Max day + 1 hr trvl U T S OF MA SSAC SE."I"TS, INC. Reviewed By: Michael Deshl. o H � n 3 z os.il ox n _I y X 0 ► 134.5 1 C, o° PROP G.6, / i3Y .s t ROOF ORA)N .5 41 � DON VA7E� W TDa 134.5 G F50H05ED SUPERML�KET P00TP9INT- 47,837 + SF co o MEZZANJ J[ = 1225 ± sF PROI C- m 1 Y H z R•134=1t�. FL. EL. = 138. 5 134.75 o Z rtt 134.5 J r16- 0 .. x 'm .j 135.0 134,75) � PROP CB � R�134.33 1� 1 d � Cn 134.5 � � � ` i c� 134. Q J � o 200 Sc I32.o 717-f , _ �. PROl�S6i� BETA-IL STORES �s _ FooTP R i N1T = 15 X20 ± S F DOM. WATER CA —M FIiJ. F:-L-. �L. T m c20 C) r R 330 � � _ lo'W1r� �oo-lG,SroEwAt.KrJ Y U U TTTTTTTTTT S S S U U T S S U U T S • U U T S S S Of MASSACHUSETTS, 8'44 :DINC DEPT U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 8 46 �'� ��9 CITY RECYVED IF SALEpq,t4ASS. SOIL INSPECTION REPORT DATE 07/11/89 5 Building Department Job No. ,. UTS 8953 Mr. William Monroe Project Shawls, Salem, Mn 1 Salem Green Contractor H. A. Fafard R Sons Salem, MA 01970 FIELD —�—---- - TEST # % MOISTURE M. D. D. DRY DENSITY / C:OMPACTION I B. 0 130. 6 126. 3 96. 7 6. 5 130. 6 124. 4 95. 3 LOCATION: ELEVATION: Test #1 -- Base ;f footing, A. 4--14; 130, Test #2 - Base of footing, A. 4-10; 1301 Weather: Partly cloudy Equipment operating: I backhoe, 1 dumptruck, i small vibratory roller Summary: The undersigned arrived onsite at 8:00 a. m. & met with ,- Mr. Jachowi.cz who indicated that two footing areas previously com- pacted were ready for testing. Two field density tests were performed at these footing locations R indicated satisfactory compaction. Else- where onsite the building slab area was proofrolled. No weak occurr- ences were noted. The backhoe and dumptruck were used to remove ex- cavated material from site. Interior footings 11-B. 6 and 11-C. 5 were excavated. Test results were related to client prior to departure. INSPECTOR: DL Max day + i hr. trvl U T S OF MASSACHUSEfS, INC. Reviewed rV�l+ / By: Michael Deshler CA A a , O 3 a - � o 0 ti H ROOF OFAIN 134.5 y • Lc aN �yp1>rR FFOR25 ED SUPERMNz,KET FOOTPRINT- 47,837 + SF v MEZZp.�lil�l�' = 1,825 ± sF Z �zl oco EL. = 138. 6 � Z o 134.5 o N6• Z m x O to 135.o J- PROP c6 I Q R�134.33 LW 34.5 a i u) r ; c.I (j) 1344 Cl) - � 4" CLDI F'S. _ PRopos�r� R�T�{ L sToREs FooTP R I Iy1T = 15 �z0 ± S F DOM. 1VAit'R Cn TI m m R�133 � � i25�y ^ la'wlr,� �onlG,SIaEyAc.YlJ I , 0� U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRETE_ INSPEC'T'ION REPORT DATE 07/0G/89 � 1 Building Department J--.-b No. UTS 8953 Mr William Monroe Project Shaw' s, Salem, MA 1 Salem Green Contractor, H. A. Fafard R Sons' Salem, MA 01970 Cone. Co. Lynn Sand 8, Stone CLASS CONCRETE 5000# 3/4" CUBIC YARDS 3 ASTM C-39 ------ -- - --- - ------ — ------ -- —---- .- TEST SRMF'I_ES LOCATION 4 Cylinders Footing A Frame Right Side SLUMP 8. 7511, Air Cont 6, Air Temp 68, Cone Temp 78 TrUCk. # 83, Ticket # 2165, Time 10: 15AM C') c .--1 r Cu < N C 71M O r M p n m Cp x m c en xM w o C' 3. M x s -o En N C.n N c0 LRkl DATE DA"fE ACaE NO. SIZE AREA CAST TE Sl"ED DAYS P. S. I. J811 GX12 28. 27 07/06/89 07/10/89 4 4, 460 J8li Gx12 L-8. 27 07/x6/89 07/13/89 7 4, 740 J813 GX12 28. '"x':7 07/06/89 08/03/89 28 _ J814 GX12 28. 27 07/oG/89 08/03/89 28 REMARKS: U T S OF MASSACffi-TS, INC:. INSPECTOR : ReviewedField- D. L. Min Day + 1 H�:M, Travel. By: Michael. Lie Michael A.Cassavoy James G.Jacobs John R King,Jr. Edward L.Schlossberg COMMERCIALANDUSTRIAL DESIGN ASSOCIATES Principals July 25, 1989 Mr. Stephen Santry Assistant Building Inspector City of Salem One Salem Green Salem, Massachusetts 01970 Re: Construction Control Report #2 Permit #252-89 Shaw' s Supermarket CID Project No. 88161C Highland Avenue Salem, Massachusetts Gentlemen: Our full time clerk, Mr. Edward Kelly, and the writer have inspected construction in progress at the above referenced project and have found work in general conformance with plans and specifications approved for construction. Shop drawings for work in place have been approved and quality control of soil placement is provided by a full-time soils engineer, UTS of Massachusetts, during concrete and soil compaction operations. At present the contractor is working on foundations and should be out of the ground within two (2) weeks . The plumber will start underground work within two (2) weeks. This report is issued for compliance with requirements of the Salem Building Department and Section 127 . 0 Construction Control of 780 CMR: State Building Code Commission. Please call if you have any questions. Very truly yours, CIAS�TES, INC. Michael A. Cassav66 Principal �' c -1 r- CD MAC447/dar c -- Yt� o cc: Mr. Jeffrey Anderson, Shaw' s Supermarket "r'x' n Mr. Joseph Trolla, The Fafard Company m zov o Mr. Chris Jachowicz , The Fafard Company �� a M Mr. Edward Kelly, CID Associates :n m c+s c m Engineers/Designers/Planners CID Associates,Inc.,108 Lincoln Street,Boston, MA 02111 (617)451-9609 BUILDING DEPT MINUTES OF MEETING NO. 7 AD, Q 12 ?1 Putl '$9 RECEIVED CITY OF SALEM,MASS. PROJECT: Shaw ' s Supermarket - Salem, MA LOCATION: Jobsite CONTRACTOR: The Fafard Companies DATE: July 25 , 1989 OWNER: Shaw' s Supermarkets , Inc. CID Project No. 88161C DESIGNER: CID Associates , Inc . FROM: Michael A. Cassavoy, CID Associates , Inc. ATTENDEES : Jeff Anderson Shaw ' s Supermarkets Project Manager Crispin Jachowicz The Fafard Companies Superintendent Michael Cassavoy CID Associates , Inc. Project Manager Ed Kelley CID Associates , Inc. Clerk Gerard Guillemiette Artec Sprinkler Robert Wacker East Coast Electric Bill Bassizmani Park Steel . -------------------------------------------------------=------------- PREFACE o The next meeting is scheduled for Tuesday, August 8 , at 9 : 00 A.M. 0 Revise drawing for COR#1 , Deli Changes , on 8-1/2 X 14 format . Due August 8 , 1989 . TOPICS DISCUSSED 1-3 Construction telephone numbers are as follows : Fax No. ( 508) 741-3196 Clerk trailer telephone number (508) 745-3951 Fafard construction trailer number (508) 745-3576 1-5 All shop drawings are due 45 days from June 21 , 1989 . There may be problems subcontracting all trades within 45 calendar days . Schedule of shop drawings : . Structural Steel : Park Steel (in for review) Plumbing: THB (revise and resubmit) HVAC : Total Mechanical (8/15/89 shops due) Electrical : East Coast Electrical (in for review) Fire Protection: Artec (8/15/89 shops due) Tile : (no subcontractor) Mason: (no subcontractor) Dock Levelers : (no subcontractor) Pedigrid: (no subcontractor) Roof : (no subcontractor) Door Hardware: (no subcontractor) Jeff Anderson at Shaw ' s will determine critical items with Fafard. 45 days will not be waived. Action: Rich Torres ( "0" days remaining) . Due August 7 , 1989 . 1-11 Precast refrigeration pits .mav be used in lieu of cast in place . Action: Rich Torres to advise . 1-15 Project Safety Meetings shall be held at the site . The first meeting shall be held as soon as possible. Dave Smith (Fafard Safety Officer) will hold site safety meetings . CID advises that this is a hard hat job. Hard hats shall be worn by everyone in the construction areas . 1-16 Electrical pre-construction meeting, plumbing and refrigeration, ( 8/8/89) . Mechanical (8/15/89) roofing (8/22/89) , and quarry tile trades will require a pre- construction meeting. Sub-Contractors , Contractors , CID, Testing Agency, and Clerk shall attend all pre-construction meeting. 1-18 The location of Fire Alarm, Electric Power , and Telephone connections will be verified by the Contractor. Relocate telephone cable . Action: Rich Torres and ECEC to review at electrical pre-construction meeting . j, 1-20 The parking lot restriping requirement was reviewed. . Fafard does not want to restripe in front of the Shaw ' s Market . Action: Paul Beady and Jack Thornton will resolve with real estate . Site Plan Review drawings should resolve. See 2-1 below . 2-1 Fafard will submit retail stores site plan to the planning board for review . Most current site plan will be presented. Action: Fafard - Joe Trolla advises plans will be submitted September 1989 . See 1-20 above for additional action. 3-5 Steel joists are on a fast track. Joist subcontractor will be Vulcraft . Herman Protz will send an inspector to check joints in fabrication. 5-2 Pre-electrical 8/8/89 with Electrical Subcontractor , Dick Perry, Dave Gallager, and the electrical inspector . Electrical foreman must attend each meeting. 5-3 Foundations - 72 hours in Spec. at back walls . Super will check with Ed before stripping rear wall . 6-1 Set up meeting with Gas Co. 6-4 Refrigeration and Plumbing Sub-Contractor will meet at 8/8/89 meeting. REVIEW SCHEDULE 3-8 Preliminary Schedule Items : Anchor Bolts 7/7/89 (installed) Soils excavation 7/7/89 Foundations, 7/12/891, (installed) Col . and C . I . frames 7/17/89 (Shop' s returned) in masonry shop dwgs Masonry 8/7/89 Plumbing 8/7/89 Refrigeration 8/21/89 Joist Mill Order 8/20/89 Steel Erection 9/5/89 Rooftop Units ASAP Switch Gear ASAP 7-1 Gray primer shall be used as specified unless approved in advance by Jeff Anderson. 7-2 Park steel recomments providing as built anchor bolt plans be provided for the steel fabricator . Steve Santry from the building department will require as-built foundation plans . 7-3 Ed Kellv will invite the electrical inspector , plumbing inspector , and building inspector to the pre-electrical construction meeting August 8 , 1989 . 7-4 CID to provide a sepia of LP-1 for the contractors use. 7-5 All reviewed shop drawings will be returned .to the contractor except for the following: 1 Inspector ' s Copy 1 Office Copy 1 Copy sent to Jeff Anderson REVIEW CHANGE ORDER REQUESTS 1-29 All Change Order Requests and additional contract items will be compensated .bv the Change Order Process . COR #1 These minutes are an official communication of CID and Shaw ' s to the Contractor, Subcontractors and Suppliers . If you disagree in whole or in part , notify the project manager in writing immediately. If communication is not received in writing within 2 weeks , we will assume attendees agree with these minutes . Respectfully submitted, Michael A. Cassavoy Project Manager cc : Attendees John Seaberg, Shaw ' s Joe Trolla , Fafard Mike Cassavoy, CID Dave Gallager, Webber Associates Bill Burdwood, Shaw ' s Richard Perry, Shaw ' s MAC454/mk 9:00 q.n7. CID ASSOCIATES, INC. MINUTES OF MEETING NO. 2 PROJECT: Shaw' s Supermarket - Salem, MA LOCATION: Jobsite CONTRACTOR: The Fafard Companies DATE: June 27 , 1989 OWNER: Shaw' s Supermarkets , Inc. CID Project No. 88161C DESIGNER: CID Associates , Inc. FROM: Michael A. Cassavoy, CID Assoc:iaLes , Inc. ATTENDEES : Jeff Anderson Shaw' s Supermarkets Project Manager Joe Trolla The Fafard Companies V . P . , Construction Rich Torres The Fafard Companies Project Manager Michael Cassavoy CID Associates , Inc. Project Manager Ed Kelley CID Associates , Inc. Clerk PREFACE o Weekly meetings were scheduled . The next meeting is scheduled for Tuesday, June 27 , 1989 , at 9 : 00 A.M. , except Wednesday, July 5 , at 1 : 00 P .M. o All meeting notes will be taken and distributed before the next meeting by CID. All meetings will be chaired by CID. Controlled construction reports will be subwi-t Led to the Building Department biweekly by CID. TOPICS DISCUSSED 1-1 An electric disconnect may be required for each sign letter. Check the "National Elec. Code" Action: CID Associates check with Dave Gallager. 1-2 Soil , concrete , and steel testing will be done by Bill Crabtree at UTS of MassaclinseLt:s . UTS will perform testing for Fatard and Shaw ' s . The testing agency field people shall sign in with both the project. :superintendent and clerk each site visit . All reports shall go to the Building Department. , Shaw ' s , CID (office and tield) , and Fafard . Action: Fafard to send copy concrete test results from Lynn. Page 1 of 5 1-3 A separate trailer for the clerk will be, at the site the week of June 26 , 1989 , with power and a telephone. The fax machine will be located in the Contractor ' s trailer. Fax No. * (508) 741-3916 . The trailer will be set up 6/30/89 . The clerk will use the real estate office until trailer is set up. Action: Rich Torres to expedite 1-5 All shop drawings are due 45 days from June 21 , 1989 . There may be problems subcontracting all trades within 45 calendar days . Schedule of must items: Concrete mix: due 7/5/89 Reinforcing: (Turner Sub-Contractor) Structural Steel : Park Steel due 7/5/89 Plumbing : HVAC : Electrical : Fire Protection : Tile: Foundations : East Coast Concrete Jeff Anderson at Shaw ' s will determine additional critical items with Fafard. 45 days will not be waived. Action: Rich Torres 1-8 Fafard shall submit Insurance certificate to CID and Shaw' s for review. Builders Risk is not required. Action : Rich Torres 1-9 If a security fence is installed motion detectors may be used in lieu of the 24 hour guard requirement . Action: Fafard will provide motion detectors for security at no additional cost to Shaw ' s . Security fence will not be installed. * Note FAX No. in Contractor ' s trailer was incorrectly stated in previous minutes . Correct number is now indicated . 1-11 Pre-cast: refrigeration p.irs may be used in lieu of cast in place. Action: Chris Jachowicz to advise . r 2 of 5 1-13 "Notice to Proceed" letter should be provided. A letter from Sandra Doran, Esq. will be sent within 15 days of receipt of "Letter of Pricing" . $53/pricing budget will be confirmed within 2 weeks by Fafard. Action: Joe Trolla/Jeff Anderson 1-14 Refrigeration, chests , cases , and shelving furnished and installed by Shaw ' s Sub-Contractor will be coordinated with the Contractor. Shaw ' s will provide a Salem construction schedule from a similar project to aid Fafard in preparing the schedule for this project . Action: Carl Morisan at Fafard will call Jeff regarding software for scheduling . See 1--27 below . 1-15 Project Safety Meetings shall be held at the site . The first meeting shall be held as soon as possible . Dave Smith (Fafard Safety Officer) will hold site safety meetings . 1-16 Concrete , structural steel. , plumbing, mechanical , electrical , roofing, anti quarry tile trades will require a pre-construction meeting. Sub-Contractors , Contractors , CID, Testing Agency, and Clerk will be at each meeting. 1-17 "As-Built" drawings will be maintained by Fafard and Sub-Contractors . 1-18 The location of Fire Alarm, Electric Power , and Telephone connections will be verified by the Contractor . Action: Rich Torres/Electrical Sub-Contractor 1-20 The parking lot restriping requirement was reviewed . Fafard does not want to restripe in front of the Shaw ' s Market . Action: Jeff Anderson/Sandra Doran will resolve with real estate. 1-22 Plans and Spec i.fi.Cations will be updated to include 'several small changes . Addendum willbe written . Action: CID to prepare ASAP . Note: As requested June 23 , 1.989 , CID will update plans and provide a written addendum to the cpecifi-cations . The Store Front will remain substantially as drawn . CID shall review front with Jeff Anderson aril John Seaberg before submitting final plans . 3 OF 5 1-24 The fire protection subcontractor selection is critical . Selection should be as soon as possible . 1-25 A current list of selected subcontractors is required at the next meeting. Action: Fafard 1-26 Emergency telephone numbers list shall be completed and posted in the Clerk ' s trailer and the Superintendent office . Action: Fafard 7/5/89 2-1 Fafard will submit for site plan review at the planning board 6/27/89 . Most current site plan will be presented. REVIEW SCHEDULE 1-27 The Schedule shall start Tuesday, June 27 , 1989 - Layout Building. The construction schedule shall be completed using CSI Format with as many items as possible (+100) . The Schedule and Equipment shall be coordinated with all trades . Action: Fafard - Schedule will be part of Contract . See 1-14 above . 1-28 Pre-Concrete Meeting - July 5 , 1989 at 1 : 00 P .M. - Fafard shall Fax Batch Mix to CID Attendees : Concrete Supplier : Lynn Foundation Sub. Steel Sub Contractor: Park Steel Concrete Testing : UTS of Massachusetts REVIEW CHANGE ORDER REQUESTS 1-28 All ChangeOrder Requests and additional contract items will be gompensated by the Change Order Process . None : 4 of 5 These minutes are an official communication of CID and Shaw ' s to the Contractor, Subcontractors and Suppliers . If you disagree in whole or in part, notify the project manager in writing immediately. If communication is not received in writing within 2 weeks , we will assume attendees agree with these minutes . Respectfully submitted, Michael A. Cassavoy Project Manager cc: Attendees John Seaberg, Shaw ' s Joe Trolla, Fafard Mike Cassavoy, CID Dave Gallager, Webber Associates MAC427/mk Page 5 ()F 5 A6 � c Cftp of baiem, Oaggarbuott.9 -Fire Department J[ eabquart¢rg 4S lafapette i§tr¢et Joseph F. Sullivan �al¢m, -Ma.01970 Chief ro < N C T m L7 O April 24, 1989 m Mr. William H. Munroe cv ca Inspector of Buildings One Salem Green Salem, Ma 01970 Dear Mr. Munroe: Conditions of approval for the Shaw's Supermarket, Traders' Way, are as follows: 1. The installation of the sprinkler system shall be in accordance with the provisions of NFiPA Standard #13 and Article 12 of the Massachusetts State Building Code. Control for the sprinkler system shall be outside of the building by post indicator valve or wall mounted O S & Y valve. Sprinkler system drawings shall be submitted as shop drawings for approval. As previously discussed with the developer, a condition of this approval shall be the relocation of the fire department connection in the adjacent (CVS Pharmacy) building to the front of the building, as required by Article 12 of the Massachusetts State Building Code. The fire department connection was located in the rear of this building at the time of construction by a sprinkler contractor who, at the time of installation, had yet to obtain approval,of drawings by the Fire Department. This condition was expressed at the completion of the CVS Pharmacy (Heartland Drug at the time of the agreement) and agreed to by the Fafard Construction Co. . 2. The installation of the fire alarm system shall be in accordance with the provisions of 527 CMR 24.00, NFiPA Standard #72E, and Article 12 of the Massachusetts State Building Code. Annunciation shall be by graphic annunciator; such design to be Page 2 coordinated and approved by the Fire Prevention Bureau. The developer shall agree to maintain consistency in fire alarm system components throughout the building. The fire alarm system shall be directly connected to the Fire Department by municipal master fire alarm box. The fire alarm drawings shall be reviewed separately with the designer, installer, and a representative of the Fire Prevention Bureau prior to installation. 3. A Knox Rapid Entry System (Knox Box) shall be installed on the outside of the building at the entrance leading to the fire alarm system annunciator. 4. Fire Extinguishers shall be located in accordance with the requirements of NFiPA Standard $10. Final approval of type and location shall be acceptable to the Fire Prevention Bureau. 5. Hood & Duct systems shall be in accordance with NFiPA Standard 96 and applicable provisions of the Massachusetts State Building Code. Permits to install and separate plan review/approvals shall be required. 6. Fixed extinguishing system(s) shall be in accordance with NFiPA Standard 17 (dry systems) and NFiPA Standard 17A (wet systems) and applicable provisions of the Massachusetts State Building Code. Permits to install and separate plan review/approvals shall be required. 7. Attention is directed toward the rubbish/trash disposal/compacting system. The Fire Prevention Bureau would appreciate the opportunity to meet with the designer relative to the fire protection features of this system. 8. HVAC / Roof Venting: The Fire Prevention Bureau would appreciate the opportunity to review the operation of the HVAC System with respect to the fire alarm systems with the designer / installer(s) . The question of roof venting in conjunction with the operation of the sprinkler system shall be included. 9. Fire lanes around the building shall be established in accordance with the provisions of the Salem Fire Prevention Regulation relative to Fire Lanes, and 527 Code of Massachusetts Regulations 25.00. Such fire lanes will be established upon completion of the construction of the building. Page 3 Permits shall be obtained for the following: (a) Installation of the sprinkler system. (b) Installation of the fire alarm system. (c) Installation of the hood& duct system(s) . (b) Installation of the fixed extinguishing system(s) . In view of the inability of the Fire Prevention Bureau to attend the plans review with the Building Department and the architect on April 26th, a future meeting prior to the start of construction would be greatly appreciated. Signed, Robert W. 'homer, Fire Marshal tSUIL l"dG oEhr JUL ? 55 AM '�9 Permits - Salem (ESA SALEM, EM CITY OF �ASASS. June 27, 1989 William Lester, City Planner One Salem Green Salem, MA. 01970 Dear Mr. Lester: The District has been made aware of the proposed Somerville Lumber establish- ment to be located adjacent to Swampscott Road in the City of Salem. We would like to express our concerns of the impact the additional traffic generated by this proposal will have on the intersection of Swampscott Road and Highland Avenue. I believe the Developer should address this situation appropriately before construction is undertaken. My Staff is available to meet with both you and the Developer concerning this matter. Very truly yours, David J. WiYson . District Highway Engineer FJH/ m s CC: D J W R H J Bldg. Insp. , Munroe R. Killiam/Fafard Co. �I