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540,540A LORING AVENUE - COPIES - BUILDING INSPECTION --.-_.,__ 7 540 & 540A Loring Ave. - copies S City of Salem Inspector of Buildings 540 & 540A Loring Avenue Zoned B-2 FIELD COPY ~ CITY OF SALEM BUILDING F° SALEM, MASSACHUSETTS 01970 PERMIT +� VALIDATION 4cDpw[ N _ Feb. O N _r,.t�♦�� aiT�y.�� OA TE b 8, -•� [YIg 93- PERMIT No, 36-93 APPLICANT. Mike Purcell AIDRESSti Taleml. % V �[��y�/� �1 IN0.1 ISIREETINUMBER ICO4i w•S LIRxSU PERMIT TO ERI'-ti•1 SIGN I�I �STORY REMIT, DWELLING OF DWELLING UNITS li•I( 0' IMIROV(M[411 M0. IFAOFOS[0 USE) AT IL .OCAi'O"I 40 T DINING p15TR ICT B-2 6X0.1 ISiR(COT/J] BETWELI, • ! I A ✓ AN e�. 1 ^�r(//[ 7 -"Lm/oi.S S�I,FE.Y v LOT / SUBDIVISION LOT 1BLOCK� SIDE BUILDING IS.TO BE FT. WIDE BY FT. LONG BY FT, IN HEIGHT AND SMALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION li•vCl REMARKS; erect a 3[X8[ Sign for ABSOLUTE NECESSITIES 'REAVOLUME ESTIMATED COST --------- ER 20.00 OWNER Mike Purcell ,PRE s540 Loring Ave., Salem,MA Leo E. Tremblay INSPECTOR OF BUILDINGS ' r x^ �' .! a.,: '.�� • L i'tr'` ...r r • �° � �"'`p�;�W��'��``xf � .rsi.+�.� �.:R. .;��..'•.. � a. INSPECTION RECORD DATE NOTE PROONESS - C*ITICISUS AND NENKN6S INSPECTOR Addendum to No .gf qonfereoee (� �'U } 0T? 0 ^ . ~ Client: Santos Freddura Project Salem Richdale Date of Meeting February 17" 1988 Place of Meeting: Project Site 54() Loring Avenue Salem, MA 01970 Present: Joe Manzi J"G" Mamzi Distributor . Inc" Roland Beaulieu Metropolitan Building Movers, Inc. Paul Gross L.indentree Corporation Notes Prepared by-. Paul Gross Points of discussion: Upon additional review the following revisions to the notes of conference, dated 2~17-88" shall be implemented: 1 " The spacing of the collar ties on the new roof shall remain at 12" o.c~ , as indicated on the construction documents. 2° The existing 2nd floor longitudinal floor joists (area A on enclosed sketch ASK-1 ) are 2x6 @ 24" o" c" spanning 13'-0"° This framing approximately 20 PSF live load plus 10 PSF dead load is insufficient to support the 2nd floor load~ The framing will be upgraded by adding 2x12 centered between the existing floor joists increasing the framing strenth in excess of 50 PSF live load plus 10 PSF dead load. 3" The existing 2nd floor latitudinal floor joist°mn the west side, (area B on enclosed sketch ASK-1 ) are 2x6 @ 1611 O. C. spanning 14 '0'' . This framing, approximatly 20 PSF live load plus 10 PSF dead load is insufficient to support the 2nd floor load" The framing will be upgraded by sistering every other existing 2x6 with a new 2x12, increasing the framing strength in excess of 50 PSF live load plus 10 PSF dead load" 4. The existing 2nd floor latitudinal floor joists on the east side" (area C on enclosed sketch ASK-1 ) . are v 2x6 C 16" O. C. spanning 9 ' -0" . This existing framing has a strength of approximately 50 PSF live load plus 10 PSF dead load which is sufficient to support the 2nd floor load. 5. The existing longitudinal beam and column encased in GWB supporting the 'end floor shall be investigated to determine their size and strength. 6. The new longitudinal wood beams in basement (U equally spaced) shall be (3) Z:c10 supported 6 '0" O. C. with lally columns. 7. The new windows and door located on the east elevation shall be relocated 1 ' -0" to the south to avoid a conflict with the exist latitudinal beam. 8. Please refer to revised Sketch ASK-1 for graphic representation of this addendum. Sin er y I/ P ul Gross cc: Dave Harris Arthur Booras Santos Freddura Joe Manzi Doug Trees ll I I SgNIG� COt�ICbIZ aM�N MEN ill � i II m 2x 12 l EAkINdI t�112TITI0N _-- I II IiI I I I I New I m � I 6��u• yGOWs,IMIN AREA_ .. B . iZAC LF I , MnxS( {7` II II II I I 9STA L 5FACFE li II l I ExIS�T,�Ij� SPAM ENUD N F�Wg ?0ARGH1T14T RFFGRI FItJ�if a I�NFWB. INVFYIEATGtrRIi�T I I FM71 TO ITEGT I i b , MN AREA A (��-N�12AL N0T�5 I. ADO APGITIONA� 2NO F F� Loup' 6 A5 1NPieAMP j�A:A 2x t2 P1 "0.c: cEft1EJ�FA B (wP J EXI5TINF� Fuc�10 IR�4'6 2ri12'(�'342"O.G. 51SPFM TO 2dER(p irRpX�f'F� pRJ7 ASA G D(STINb TO IN( YLAC� JDI9 IF NOT IN U�ToR IF1NE IV NOT HA Aoob.W.A.I IN0I — _ E; WWI gU01l5iy FhUALi.Yc�� AP,; ANDGUMNS W 'WAV,;SM E� j �3� 2x10 U7CbTINFv" • 'ro li•:.-- l�WlXI.UMN6 � T-0"x3'-0"xi-o ' Nlmo oow" _ 3. R v wN mIc,-rION zoom ,re; FaR A I NAL 64LPIM MPFZTf 0r 6ANl/$ KOOW M 540 VP A AAl SALr5hi� MA RktZTIAI. 15T �Z 6rkUOTU;; AL �LAN RNp 4EN5PAI, NOT�6 Ae)K-1 i2 MOI � 0 ' I/4° m II-0" GJ�71?:� I!3 FF-BKUAK(65 . 1 , - ��1 �� Stag Woo z J, a �a vti k t�af+ � • I7 . . :t�?t JOSEPH MANUS SONS, INC. CI"i'i 0;' ^ 76 Everett Street " - �-'�• Beverly, MA 01915 922-21111774-4470 June 7 , 1988 Mr, David Harris Building Inspector One Salem Green Salem, Massachusetts 01970 Re: 54.0 Loring Avenue Salem, Ma Dear Mr. Harris: This letter hereby certifies that all work at this building site has been completed according to plan and further requirements of the Massachusetts Build- ing Code . ery truly yours, J Be G Manzi` OF oseph Manzi' s Sons, Inc. jgm/em t eitp of harem, ;ffla2;gaCbU9ettg Public Propertp ;Department Jhilbing 30epartment One hatem Green 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer June 19, 1989 Santo Freddura 540 Loring Ave. Salem, Ma. 01970 `-IE: '540 Loring'Avenue Dear Sir: Due to complaints received at this office, an inspection was made at the above referenced property (Richdale Store) . Upon inspection, the following violations of the Massachusetts State Building Code were noted and need your imnediate attention. 1. Section 624.3, emergency lighting and exit signs are not operating. 2. Section 612.5.1, Draw bolts have been attached to the rear egress door. 3. 3.605.1, front and rear exits have been obstructed and must be maintained. Please contact this office within seven (7) days of receipt of this letter. If no action is taken within seven (7) days, we will seek a complaint against you in Salem District Court. Sincerely, n 7 , David J. Harris Assistant Building Inspector DJH/jmh c.c. Ward Councillor City Solicitor Mayor's Aide Board of Health Y c. ( V 1 P 152 922 844 RECEIPT FOR CERTIFIED MAIL 6= NO INSURANCE COVERAGE PROVIDED - NOT FOR INTERNATIONAL MAIL - (See Reverse) 1 r:. Sent to Santo Freddura Street and No. 540 Wring Ave. P.O.,Slate and ZIP Code r 1 Salen Ma. 01970 Postage S - �r c 2.00 Certified Fee — iy ,fl is pedal Delivery Fee �.y Restricted Delivery Fee y ;i Ralum Receipt showing ,y to whom and Date Delivered N m Return Receipt showing to whom. Date,and Address of Delivery tea, i j TOTAL Postage and Fees 5 2.00 ` Postmark or Date I =` E LL t�c r- 4 L V LINDENTREE CORPORATION 557 BAY ROAD HAMILTON MASSACHUSETTS 01936 CIi i 4 February 1988 Mr. Santos Freddura 159 McKay Street Beverly, MA 01915 Re: Relocation and Modification of, the Two Story Wood Framed Existing Structure Located at 540 Loring Avenue , Salem, MA Dear Santos : Mr . Joseph Manzi telephoned and identified himself as the General Contractor for the referenced project. Several issues must be resolved before construction can commence : 1 . The building permit has been issued under the construction supervision license of Douglas F. Trees . Since Lindentree is not the contractor , any reference to our company or any of our staff as same , must be eliminated from the building permit and transferred into the appropriate contractor' s name before construction starts . 2. The construction documents were prepared for the sole purpose of obtaining a building permit , which was eventually achieved through an exhaustive effort. The drawings are not , nor were they ever intended to be full "Working Drawings . " Lindentree is required under Section 127 , Construction Control , of the Massachusetts State Building Code (copy enclosed) , to supervise the construction of any project bearing our stamp. The Architect of record is further required to make regular visits to the construction site to determine that, generally , the work is proceeding in accordance with the documents as approved for the building permit and all minimum provisions of the State Building Code. We must also report our observations on a bi-weekly basis to the local building official, as identified in the enclosed City of Salem Control Construction Form. Therefore it must be reiterated that even though certain details may not be explicitly shown on the drawings the construction must fully conform to all code provisions and allowances for such must be a part of your contract work. For example , the relocated building ' s first floor elevation is the same as finish grade (sidewalk elevation) for handicapped access and per Richdale' s requirements . Section 874. 0 of the Massachusetts State Building Code does not allow untreated wood to be in contact with the ground or untreated wood joists to be exposed to ground located within the periphery of the building over crawl spaces or 617.468.4347 ARCHITECTURE & CONSTRUCTION Mr. Santos Freddura 4 February 1988 Page 2 unexcavated areas . An acceptable construction method for this particular situation as well as several others must be resolved so that the building will comply with the State Building Code. It is Lindentree ' s responsibility through construction supervision to ensure that this project is executed in accordance with the approved drawings and , where the drawings may be not fully explicit , with the minimum standards established by the Massachusetts State Building Code. Our construction supervision will be provided at an hourly rate_ of $65 . 00. 3. The General Contractor , as identified on the approved building permit , is required to execute all work in accordance with the approved construction documents and all local , state, and federal statutes and regulations . Any situation that arises in the field which may cause a deviation from the construction documents must be reviewed by the architect prior to being implemented by the contractor. If the drawings prepared by Lindentree for the purpose of obtaining a building permit are to be used as construction documents , Lindentree is prepared to provide a complete and professional service to satisfy your needs and expectations . (Note: The opportunity exists for the general contractor, due to the nature of the construction documents , to provide a product less than the City of Salem' s standards require . We wish to assure you that through our construction supervision this scenario will not be allowed to transpire. ) The construction of this project will demand our attention and require us to communicate with the general contractor , Richdale , and yourself on a continuous basis . . We must all work together so that the end result will be something we may all be satisfied with . Please furnish me with a copy of the necessary transfer of the building permit , identifying the appropriate general contractor; until then construction cannot begin. Siner y, 4l Paul W. toss PWG:mkm cc : Arthur Booras Doug Trees Salem Building Department CONSTRUCTION CONTROL PROJECT NUMBER: City of Salem Building Permit No . 1308 PROJECT TITLE: Proposed Richdale Dairy Store PROJECT LOCATION: 540 Loring Avenue Salem, MA. 01970 NAME OF BUILDING: - NATURE OF PROJECT: Relocation and Modification of two story wood frame. Existing structure locateddat 542A luring Avenue to ajoin existing structure at 540 Loring Avenue. A new 520 S.F. addition ACCORDANCE ITHtSERIONe127 DF THing ECMASSACH SETTS STtures thus ATE BUone ILDING535 F. building. CODE, I,Douglas F. Trees Registration No. 3910 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 X 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 THE WORK IS PROCs"DING 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 step drawings, sarmles and other submittals of the contractor as required by the coristnrction =tract doc ants as sthoi.tted fon building permit, and approval for ccnfoncance to ue desigi owkiept. 2. Review and approval of the quality control procedures for all Code-rWuired omtrolled materials. 3. Special architectural or eyaneeriM professional inspection of critical oonstructim otr=mts requir-irlg controlled materials or construction specified in the accepted &'gur-� practice standards listed in Appa:dix 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 RE ,RT AS TO HE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. S NATrJR SUBSCRIBED AND SWORN TO BEFORE ME THIS 16th DAY OF December 1987 Regina Armstreng MV Cnt~,r.+I cCrrltt cv a7ar� . - Mav . 1990 , 780 CMR: STATE BUILDING CODE COMMISSION SECTION 127.0 CONSTRUCTION CONTROL 127.1 Responsibilities: The provisions of this section define the construction controls required for all structures needing registered professional architectural or engineering services, and delineate the responsibilities of such professional services l together with those services that are the responsibility of the contractor during construction. Exceptions: 1. Any building containing less than thirty-five thousand (35,000) cubic feet of enclosed space; 2. Any single or two-family house or any accessory building J thereto; 3. Any building used for farm purposes; and 4. Retaining walls less than ten (10) feet in height at all points along the wall as measured from the base of the footing to the top of the wall. 127.2 Professional architecture or engineering services. 127.2.1 Design: All plans, computations and specifications in- volving new construction, alterations, repairs, expansions or additions shall be prepared by or under the direct supervision of a registered professional architect or engineer and bear his signature and seal; said signature and seal shall signify that the plans, computations and specifications meet the applicable provisions of this code, all acceptable engineering practices and all applicable laws and ordinances. 127.2.2 Architect/engineer inspectional responsibility: The reg- lstered professional architect or engineer shall be responsible for the following: 1. Review of shop drawings, samples and other submittals of j the contractor as required by the construction contract documents 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 j of critical construction components requiring controlled materials or construction specified In the accepted engi- neering practice standards listed in Appendix B. 9/1/80 33 i 780 CMR: STATE BUILDING CODE COMMISSION The registered professional architect or engineer shall per- 1 form the necessary professional services and be present on the construction site on a regular and periodic basis to determine that, generally, the work is proceeding in accordance with the documents approved for the building permit. 127.2.3 Reporting: The registered professional architect or engineer shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent com- ments. At the completion of the construction, the registered professional architect or engineer shall submit to the building official a report as to the satisfactory completion and the readi- ness of the project for occupancy (excepting any items not en- dangering such occupancy and listing pertinent deviations from the approved building permit documents). 127.3 Construction contractor services: The actual construc- tion of the work shall be the responsibility of the general con- tractor as identified on the approved building permit and shall involve the following: 1. Execution of all work in accordance with the approved con- struction documents. 2. Execution and control of all methods of construction in a safe and satisfactory manner in accordance with all appli- cable local, state, and federal statutes and regulations. 3. Upon completion of the construction, he shall certify to the best of his knowledge and belief that such has been done in substantial accord with items 1 and 2 above and with all pertinent deviations specifically noted. 127.4 Special professional services: When applications for un- usual designs or magnitude of construction are filed, or where code reference standards and/or Appendix B require special architectural or engineering inspections, the building official may require full-time project representation by the registered professional architect or engineer in addition to that provided in Section 127.2.2. The project representative shall keep daily records and submit reports as may be required by the building official. Upon completion of the work, the registered profes- sional architect or engineer shall file a final report as required under Section 127.2.3. 127.4.1 Building permit requirement: This special professional service requirement shall be determined prior to the issuance of the building permit and shall be a requisite for the permit issuance. Refusal by the applicant to provide such service as required by the building official shall result in the denial of the permit. However, the applicant may file an appeal as provided in Section 126.0. i 9/1/80 34 r 780 CMR: STATE BUILDING CODE COMMISSION i 127.4.2 Fee and costs: All fees and costs related to the per- formance of special professional services shall be borne by the applicant. 127.5 Building official responsibility: Nothing contained in this section shall have the effect of waiving or limiting the building official's authority to enforce this code with respect to / examination of the contract documents, including plans, compu- tations and specifications, and field inspections (see Section 108.0). SECTION 128.0 CONSTRUCTION MATERIALS SAFETY BOARD 128.1 Membership: There shall be a board under the control of the Commission called the Construction Materials Safety Board, hereafter in Section 128.0 called the Board which shall consist of nine (9) members, one (1) of whom shall be a member of the Commission who shall be ex officio and a voting member of the Board and eight (8) members to be appointed by the chairman of the Commission: one of whom shall be a registered professional engineer who is a structural engineer; one of whom shall be a registered architect; one of whom shall be a repre- sentative of a commercial testing laboratory; one of whom shall be a representative of a public testing laboratory; two of whom shall be representatives from the construction industry; one of whom shall be a member of a university faculty engaged in re- search and teaching in structural materials; and one of whom shall be a member of a university faculty engaged in research and teaching in the area of theoretical and applied mechanics. 128.2 Duties: The Board will review applications for registra- tion or licensing of individuals, laboratories or firms responsible for the Inspection, control and testing of construction materials, and review applications and pertinent data relevant to all mater- ials, devices, products and methods of construction not In- cluded in this code; and report to the commission their recom- mendations. The Board will collect information and review cases where disciplinary action against an existing license, whether an individual, laboratory or firm, has been proposed; and make recommendations to the Commission. The Commission will issue applications, receive payment for the review of such appll- cations and approvals, registration and licensing fees, and maintain records for the efficient dispatch of the duties of the Board. 128.3 Testing and evaluation groups: The Commission shall establish and maintain testing and evaluation groups who will have the responsibility of administering and directing, under the supervision of the Commission, the testing and controls for evaluating individual applicants, laboratories and firms wishing to become registered or licensed. I -1 9/1/80 35 CONSTRUCTION CONTROL PROJECT NUMBER: City of Salem Building Permit No . 1308 PROJECT TITLE: Proposed Richdale Dairy Store PROJECT LOCATION: 540 Loring Avenue Salem, MA . 01970 NAME OF BUILDING: - NATURE OF PROJECT: Relocation and modification of two story wood frame . Existing structure Located at 542A Loring Avenue to ajoin existing structure at 540 Loring Avenue. A new 520 S.F addition will be constructed tooin the two existing structures thus creating one 3,535 S.F. building. IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I,Douglas F. Trees Registration No. 3910 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 X 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 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 dradngs, samples and other submittals of the contractor as required by the onst:uction contract documents as submitted for building permit, and approval for Cttlfomance to the design concept. 2. Revise and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or eg nem ing professional inspection of critical instruction components 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 RE RT AS T01 HE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. S NAT SUBSCRIBED AND SWORN TO BEFORE ME THIS 16mi DAY OF December \ 19 87 77 Regina Armstreng? . RY PLBLIC MY COMMISSION ctorcrc Mav 19 \1 CONSTRUCTION CONTROL PROJECT NUMBER: City of Salem Building Permit No . 1308 PROJECT TITLE: Proposed Richdale Dairy Store PROJECT LOCATION: 540 Loring Avenue Salem, MA. 01970 NAME OF BUILDING: - NATURE OF PROJECT: Relocation and Modification of two story wood frame . Existing structure locatedcat 542A Loring Avenue to ajoin existing structure at 540 Loring Avenue. A new 520 S.F addition will be constructed to Loin the two existing structures thus creating one 3,535 S.F. building. IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I,Douglas F. Trees Registration No. 3910 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 X 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 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 stop drafiugs, sarples and other sutndttals of the contractor as required by the construction contract doaments as abdtted 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 carglments requiring oontrolled 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 RE RT AS TO HE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. NAT SUBSCRIBED AND SWORN TO BEFORE ME THIS 160i DAY OF December 1987 Regina Armstrengg 1990 9RY' PUBLIC MY COMMISSION P'roTocc f I ,,ON°" Ctv of '*alenl' Aassar4usP#ts Public PropertU Pepartmeut A `'f,�M���'`� ^�I1lttill'ntq 31�epttrtntent (One &Mcm (6reen 7•1i-0213 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. To Whom It May Concern: Attached hereto you will find a copy of an ordinance which became effective January 12 , 1987, regarding development inspection fees. Any developer who constructs, reconstructs or rehabilitates six (6) or more residential units or 10, 000 square feet or more of commercial space shall pay to the Building Department a fee for building, plumbing and gas inspections. The fees will be charged at the rate of Twenty and 00/100 ($20. 00) dollars per hour and will be due within thirty (30) days of receipt of the invoice. No Certificate of Occupancy will be issued by this Department until all outstanding inspection fees have been paid. The above fees are to be paid in addition to all other fees required under the Building Permit fee schedule in effect as of June 2, 1986. Developer acknowledges William H. Munroe receipt of notice Inspector of Buildings City of Salem _ One Salem Green Q•,� s Salem, MA 01970 0C �Vi DEPT. FILE COPY �1. BUILDING 0- CITY OF SALEM SALEM, MASSACHUSETTS 01970 PERMIT ✓ VALIDATION DATE 12/ 15/ 19 87 PERMIT NO. 1308 APPLICANT Richdale's Dairy_Stores Tn _ ADDRESS 626 Lynnway 1059 _ 1x0.1 ISTRE(TI ICOLIA•S "CEH". relocation and modification 2 story wood frame existing somumouoe none PERMrt T,^, (_) STORY DWELLING UNITS ITrP( 0• fMROY(MERTI - -N07 '_ _--'--- "'"-_(PROPOSED USE) ZONING AT ILO:ATICNi x0.1 �540 Tnrip,g Ave� I_ _ ISiR([11 Ward 7 _ 011FRICT 1 BETWEEN AND 'CPO" ST.11TI IUD(S STR(ETI LOT SUBDIVISIONLOT BLOCK SIZE BUILDING S.TO BE FT. WIDE BT FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ITIPEI Relocation and modification of a pitched roof two story wood framed existing structure. a new REMARKS; 520 sq. ft . addition will be constructed to join the two existing structures thus creating one 3,535 sq. ft. building. *****CALL FOR PERMIT TO OCCUPY***** .REA OR PER iOLUME ESTIMATED COST 75.000.00 FEEMIT S 450.00 -('JSI(,SouLRE EE(TJ Richdale Dairy Stores, Inc. t pNNER ( -D-EAS6�6 T�^nT.,=y[-+ Ty�TL^. Ma _ Inspector of Buildings DEPT. FILE COPY CITY OF SALEM BUILDING o. 9 i SALEM, (MASSACHUSETTS 01970 PERMIT VALIDATION 40OgN( DATE .1unp 17 19 88 ?ERMIT NO. 334-88 APPLICANT C.Jennel ADDRESS 230 Highland Ave. --- INO.I ISTPL(SI ICOKOA•5 CICLNS(I PERMIT T;J Erect sig[( (_I STORY "-' Retail NUMBER OE __ DWELLING UNITS I"K, Or PR0I0510 USE) AT ILDCPr,DN, 540 Loring Ave. Ward 7 DISTR CT B-2 iXb.} ISi R([ii BETWEEN AND ,CPO$, $,-(III (CROSS SI.EC TI LOT SUBOty ISION LOT BLOCK SIZE BUILDING IS "0 BE Fi, WADE h FT, LONG Br FT. IN HEIGHT AFD $MALL CONFORM w CONSTRUCTION TO TYPE USE URDUP BASEMENT WALLS OR FOUNGAT ICN mru REMARKS: Erect 7'6"X 8'6" sign for Ri hdale "CALL FOR INSPECTION 745-9595" AREA OR 2 805.00 PERMIT 2( .$0 VOLUME ESUMATEC COST S ' PEE S _ ILUEIC SOUARE rEEn OWNER Santo Fredurra ee��EVvS� A AODRES5 wring ave. , Salem, '�' Iwo W Inspector of Buildings Si.S. r Ti jv ER41F A GLT�. F SAL �A M, s. zT` BUILDING PE SALEM1 'A"'ASSACH SLTTS 01970 �`.� CERTIFICATEZo F5 r _.1• � �1r 5� 4'r+i' 4k,f*.Xt I '. ',. rr r, rt PATE 2/ " 9 PERMIT NO �i�P IL CANr Rschdat;s �'asry''SCOses',:'1►c;' REss ynnwa�„s iN R„` llTR[ TI r41 -PERM�T TD �'RElocatson b mod at}o ORYz7. COMMERCI'AL, ,.fir „ ,NUMBER' yyy 0 ELLI. .•ry'!,�,,.fr4 ✓� �?fi,�T/E OF�}I�ROYf M[xTl;.F�' MVh 'I":��s.T.ara�°,:. oRa/EB.0/u'�.:r ,y,„;,?• . 1"40--.LoringAve �4a iWird.:T'."2nd..FLOOR" ''*1._, j"w't?: AT ILOCATIONI n. + -^• T°''" + �' - ',- Iwlltl .% k I/TREETI rjy t i 1 n..'r<yl"r r I a,^v"c'iYK,j t w b' F j r�. >;y1.w't'✓Ct�iy. } T'n Aif, S? 1 R'/ (��>y�." .,' BETWEEN AND `F ° . d "'A•;.:r1yy'_.(CROSS STREET) ::..' • '.,,'. : .(CROB/-STR[R. SUBDIVISION .ati�l^iu M.t., . X:�•. .10T. { T. < f BLOCKSIZE r:• ,f�'. - _ "j- 4' a �y•:�1¢i v > T-•Ii.y'A 2 .t.. ebtYM a t y T T BUILDING IS TO BE WIDE BY FT LONG BY `' FT IN MEIG NT AND SHALL. A ISSUED FOR AICHDALE STORE 6i 16/88 "ONLY" {p TO TYPE ' USE GROUP I � � 'BASEMENT WALLS OR fOUN011I0N Relocation and modification of a pitched roof two story, wood exsatsng ,a_ REMARKS new- 520s ft l addition`will be constructed"to �osTi theTtwo exs§@s i woman- �[•[+1. � ..II. w•;::1' law k+ E•'+.�� ®[�[y�. AREA OR t " t .' A S:` "7 yv� % a $�ABIOAWIf.Iia��'/^j�I7/jIII n¢�Ip�WRIIII.AN�rITu(.III VOLUME 'n w. _ '� dYYIYYWAWD �YWIYYQ1�3�w191WE �+l/Y ai Orrlly srTT sr-nv>-rlv ornbCfiorno'n nlllsf.nslllse�slvc ` OWNEN Rirhdale Da1rX•�SCOrB'S IRC r. TO BE POST ED ON:o, • : :- i ADDRESS F�"fi Tynnwyy Lvnn lMA 01 SIDE .0 E Y� .J,tpr �13p,<�Ct .�F ..Qf �lt •ld+?. t'f"41�a%.iSv'k1 ', H rnP Y •A^ ro;G of OCCUPANCY and COMPLIANCE i� . To be filled in by each division indicated hereon upon completion?of;its final inspection. buiLDINGS Permit No. 1308' S Approved by David Harris Date 12/6/90 Remarks —On file PLUMBING Permit No. t _ Approved by Date Remarks On file ELECTRICAL Permit No. Approved by Date Remarks — On file OTHER_ Fire Permit No. Approved by_ Date Remarks On file OTHER _ Permit No. Approved by Date Remarks BUILDING? PERMIT JOB WEATHER CARD DATE Dec. 15 19 87 PERMIT NO. 1309 APPLICANT Richdale's Dairy Store ADDRESS 626 Lynnway _ Insq _ (NO.) (STREET) ICONTR'S LICENSE1 NUMBER OF PERMIT TO Relocation & Modif.( 2 1 STORY STnRF. DWELLING UNITS --- ITYPE OF IMPROVEMENTI NO. (PROPOSED (ISE) AT (LOCATION( 540 Loring Ave. wArd 7 DISTRICT n-9 (NO.) (STREET) BETWEEN 1st. floor Richdale $,ogre- 2nd. floor (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIEE BUILDING IS TO BE FT, WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ITYPE) REMARKS: Relocation and modification Of a pitched rnnf E'wn stnr;t ctrnrrurnT eAA;r;nn will be constructed to join the two existing structures thus creating 3,535 sq. ft. and renovation of "CALL FOR PERMIT TO OCCUPY 745-9595" 2nd. floorAREA p VOLUME ESTIMATED COST $ 75,000.00 FEEMIT $ 450.00 CUSIC/SQUARE FEETI swNER Richdale Dairy Stores, Inc. ` ADORES s Lynnway, Lynn,MA. Bis' n�1oW. ff `�E]��lF(ddMiipMQ�9M�' np THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANEYBF ep Tt7HEREOPB EIl NHA KMFOR AR(LV OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY. NOT SPECIFICALLY PERMITTED UNDER THE BUILDING COD[, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC :. :WERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. -- MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS wHERe APPLICABL[ SEPARATE INSPECTIONS REQUIRED FOR PERMITS AR! REQUIRED FOR ALL CONSTRUCTION WORKI CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. IMAGE, WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. x. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALLNOT BE OCCUPIED UNTIL MEMBFINAL INSPECTION NSPE TI To LATHE FINAL INSPECTION HAS BEEN MADE. J. FINAL WIPE ADY BEFORE OCCUPANCY. POST THIS CARD SO- IT IS VISIBLE FROM STREETr' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS �jELECTRICAL INSPECTION APPROVALS ' i' l�" 1 (� O/` �ra3••� 1 ' WLll1�1 sitlS,O BOARD OF HEALTH OAS INSPECTION APPROVALS FIRE DEPT.INSPECTING APPROVALS a�J FFlha I OTHER CITY ENGINEER 2 2 s/24(YO - WORK SMALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. OR WRITTEN NOTIFICATION. PERMIT IS ISSUED AS NOTED ABOVE. r '�`,Ttp. �. .. `i�'w...syr.,T,.7;�i,m^)Y•�npzf.^+R4•yT�RR�11P`�"'4!!u°!B:�A'; r ��}T+. .. .. CERTIFICATE ISSUED �Y DATE 12/6/90 CITY OF SALEM SALEM. MASSACHUSETTS 01970 BUILDING PERMIT - P4LOBN, CERTIFICATE OF OCCUPANCY DATE - 11/11990 PERMIT NO. 40 56340 APPLICANT Davit] KPrrina ADoNEss 692 LVnnfield St. Lynn, % 1236 INO.1 IL}KELT( (CONTR'S UC[NS(I PERMIT TO renOVBtiOnS (_I STORY NUMBER or —DWELLNG UNITS I(./t 01 IMPROYLM[NTI NO. IPROPOt[O YLL) AT ILOCATIONI 540A Loring Ave. Ward 7 IONTNN cT I40.1 (STREET) BETWEEN AND IcmOss STR[LTI (CROSS STRC[TI LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT, WIDE R. IT. LONG BV FT. IN HEIGHT AND SMALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ITrPt1 AEMAPRS: 'Minor rpaMti Ons to rlmmdel tanninq SalOn. CALL -.wCR pamT To 000M 745-959955� AREA OR aWlli[RM �1�1IYWsi VOLUME a:Rlc.sou<+t r([n gg I OWNER 1-Irm3s Caiazzo bTO BE POSTED ON PREMISES �seno ADDRESS 540A Loring Ave. SBlen. ',A SEE REVERS[t 510E FOR CONDITIONS Or CERTIFICATE 4www-r- nri BUILDING PERMIT JOB WEATHER CARD 1/T 0a GATE 1'9 PERMIT NO. 553—b0 APPLICANT %.V7... ..�_T:[7? ADDRESS :. ._'.'.l '.t. :..:P^F .'\ ..D IMO.1 ISiR E[TI ICONTIP] LICENS[1 . .�>'L]:i ( DEPT. FILE COPY CITY Of SALEM BUILDING r ' SALEM. MASSACHUSETTS 01970 PERMIT ,VALIDATION <EMINI_ DATE March 25 19 87 PERMIT NO.174 APPLICANT R. Govette ADDRESS 540 Loring Ave. (N0.) (STREET) (CONTR'S LICENSE) Erect sl n NUMBER OF PERMIT TL g (_I STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) 540 Lorin Ave. Ward 7 ZONING R-1 AT (LOCATION) g 0ISTR ICT (N0.) (STREET) BETWEEN AND (CROSa STREET) (CROSS STREET) .._. .. _. "- LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Erect Sign AREA OR@ PER MIT $ p VOLUME ESTIMATED COST (sn_no FEE 2f) on :CUBIC,SOUARE FEET) OWNER Santo Freddura . '�, Awww"', ADORESS 540 Loring ave. Salem,MA 01970 Inspector of Buildings r Y�lr`O1i�� jo DEPT. FILE COPY CITY OF SALEM BUILDING =° SALEM. MASSACHUSETTS 01970 PERMIT •A ✓ VALIDATION 4E� DATE 11/11990 PERMIT NO. 563-90 APPLICANT David Kerrins ADDREss 692 Lynnfield St. Lynn, MA 1236 _ IMO.) (STREET) IC OR\R•! LICE N![1 PER MST TO renovations OF I_1 >TORV business DWELLNUMBEING UNITS IITRE OF I4 P.OFC.E.I. N0. V{IOROSEO USE' AT (LOCAT,ONI 540A Loring Ave. Ward 7 ZONING CT Fi 1X0.) ISTREETI BETWEEN AND ICROSF STREET) ICROSS STREETI LOT SUBDIVISION LOT BLOCK SIZE BUILDING ISJO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SMALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ITTPE) REMARKS: Minor renovations to remodel tanning salon. CALL FOR PERMIT TO OCCUPY 745-9595 IREA ORIOLUME ESTIMATED COST $ 1,200. FEE ERMIT S 20. C':SIC.SQUIRE FEET OWNER Thomas Calazzo ! �-D,Ess 540A Loring Ave. Salem, MA �T � � INSPECTOR OF BUILDINGS DH BOARD of ASSESSORS 93 WASHINGTON STREET, CITY HALL, SALEM, MASSACHUSETTS 01970 (617)745-9595 Ext.261 fi x .s Fes. October 13, 1987 Mrs. Josephine R. Fusco City Clerk City of Salem Salem, MA 01970 Dear Mrs. Fusco: Please be advised that the commercial building to be located on a new parcel formed by combining 540 Loring Avenue (Assessors' Parcel 21-0007) and 542A Loring Avenue (Assessors' Parcel 21-0006) has been assigned the street address of 540 Loring Avenue. 7u yours, 1eerM. Caron Chief Assessor PMC:mjg cc: Postmaster Chief Joseph F. Sullivan, Fire Department Margaret R. Hagerty, Principal Clerk, Water Dept. �,4illiam H. Munroe, Inspector of Buildings Engineering Dept. , City of Salem Mr. Arthur Bouras, Richdale Dairy Stores, Inc. 626 Lynnway, Lynn, MA 01905 a� Citp of *atem, �41a!55ac' usetts' Public Propertp Department �3uilbing Department One sbalem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer June 16, 1988 Santo Freddura 159 McKay St. Beverly, Ma. 01915 RE: 540 Loring Ave. Dear Sir: A certificate of occupancy has been issued for the Richdale Store contingent upon completion of the handicap handrail or a Waiver fron the Architectual Access Board. Please be advised that the second floor is incomplete and a Certificate of Occupancy will be issued separately for that part of the project. Sincerely, j David J. Harris Asst. Building Inspector DJH/lyd CC: Arthur Booras Joe Manzi Douglas Trees fo (taftl of ��Il£riI, �'��FI55�tCltIIS£t�5 � 3, T6 -1epttrtucettt of jJul,li� �I7ncl:s 23 ,I 39 ANTHONY V. FLETCHER. R.P.E. ltECti`1`0 CITY ENGINEEROF SNLEtA'14ASS. CITY June 23, 1976 Mr. John Powers Building Inspector One Salem Green Salem, Mass. Dear Jack: Enclosed, for your records, is a copy of a letter from WRC, determining that a sewer permit for, 540A Loring Avenue is not required. In accordance with this directive, I issued a sewer permit to the owners, December 16, 1975. Very truly yours, A. V. Fletcher, P. E. City Engineer Enc. AVF/cc "S Cj \➢.� G.���L�/ VViiv/i1�1�f�I��%������2�iN(/ �f_.�1%LCCUGI����/�f�'���%UiGGCO� a� � GG -XJ CCL we eLeue>Y,IC Ja`fon/��ic ue ci�, avervzmenl Toenlen OFFICE OF THE DIRECTOR ��pp ��pp DIV sION OF WATER /00 rmw,+ J6wet 2.slara 0.2202 IOLL°TION CONTROL 7C CeiIli:3T 1J, l^! V. letcaer, ity n�ineer Seer permit enartme7t of ;ul)l,'C "or::s 540 __ L ; or_n� ;; ty of t.acl :Jeer ,ictch=.r: .e=r=se ;.s .are-c; male to yr--,.r irgnir; relntive to the r-eee for se--er CORn:Ct_ = permit mor a ,rorose,. CC:.Ii'i3rC::.l retail �71:'.i.i".'�,� to be loc:.tC'4 on :,ori":1I- _. _nue at t;ac site of an __:is tine -„__room 'onss .-i"ich is t0 be Ce 1071 heG, You inAicatc that fio-: from tie prO OSCZi rlevelonr=nt -.:11 not be in C:-Cess 0f that Currently be'.n:; genes tc] at t.?E P.:{istinS eve t. You r::r t:.sr indicate t''7at the e::iPtiilg connection tc, t'7” municipal se7:?r on LOr i:t�, ..:.2'.L'e is to be L'L_1 1.f:E'1 by the nc-,. CC-vclopLle:t. .... ="" til r. ter-s. '.t is '7V nc ne"i s--.-2r CoGneCt- i0a .-. _ is .;c,.rec 'rT7.1 V'11i _..✓is`,.0.1, ✓cr: truly yours, Thomas C. icllahon Director TC !/'_._ RD ENGINEERING DEPT_ DATE: DEC 191975 -_...__ ... ._.._----__., SKETCH FOR_PROPOSED „SANITARY SEWER CONNECTION COMMOND1EALT(t OF MASSACHUSETTS CITY - SALEM DIVISION OF (DATER POLLUTION CONTROL LOCAtION Loring Ave Wean 4oh�ng NLCQv Ave. - _. ._... - _.. .__. too CAd{T3RIDGE ST. , t3OSTON, F(ASS- 02202 . ...date Q D. Zvi -#S4QA La rNG A vE. R z ORJNC AVE TRUST NORTH TRUST l CENTRAL AVE. C YNN, hlA..f.S, r J" � � bcdi-oom hevse i � Co»»r•c"'Ycd fo f's'a f+n_=r.:r" D m.H. _ ._�X,� _/,�_..r`Z ... -{} -._--_-._i`-��o ui---► - __ ___-- ....-- _._. ._ - C3/-s_y-l3'�`.- _ Sa nr f'o rJ�� M.N. -� L ORIN� A vFNUE (ritU llf ��1Llll, �Iffla. 55achu5Ptf5 7.T jJlnttltinS pnarb IVOY Z� 9 (@nr - ,#alrm (6rrrn FILE8l FORM A - DECISION CITY CLERK.S4LEk,M4SS. Ms. Josephine Fusco City Clerk City Hall Salem, MA 01970 Dear Ms. Fusco: At a regularly scheduled meetirc of t::e Salem. Planning Board held on November 19, 1987 it was voted to endorse "A=proval Under Sub- division Control Law Not Required" on the following described plan: 1. Applicant: Santo S. Freddura 159 McKay Street Beverly, MA 01915 2. Location and Description - 540 and 542A Loring Avenue. 540 Loring Avenue is the site of an existing two story structure, the first floor of which is vacant, the second floor houses an existing hair salon. 542 A Loring Avenue is the site of the existing Tony Lena Restaurant. Deed of property records in Essex South District Registry. -- N C° Sincerely, Walter Power III r Chairman u WP/sm i D - F - T - A D F TREES ASSOCIATES, P.C. BOX 367 HAMILTON,MA 01936 ARCHITECTS 31 March 1989 n 7a -o Mr. David Harris Building Inspector o t o City of Salem Office of the Building Inspector r=c o •7� One Salem Green Salem, MA 01970 ,; a � m RE: Building Permit No. 1308 N `� 540 Loring Ave, Salem, MA Dear Mr. Harris: Due to non-payment of fees, DFTA is no longer the architect of record for this project. Any unresolved issues or concerns should be addressed directly to the owner. \\. e , \ s V Telephone 508 • 468• 4344 �1 Plans must be filed and approved by the Inspector before a permit for erection will be granted, duplicates of which when approved by the Inspector shall be kept at th building, during the progress of the work. 19$7 SEP 29 „;r, ;�: 17 City of Salem xa---A&R S SOR S word CIyY OF SALEM a Q DO Sf 11 APPLICATIONt os-q; LICENSE x FOR TEL.# 6 g- to 1/ PERMIT TO BUILD ADDITION OR MAKE ALTERATIONS ` _ - Salem Maas,, TO THE INSPECTOR OF BUILDINGS: .. -+a).;sYo -" - � , : . . ;:- ;-.Y..,��� The undersigned hereby applies for��a ppermit to build aceordin rto tb�e1ollowin apes��((t tow - ', bFrII� //y 5 .3�irOxLiJ . Owner's name and. address Richdale Dalry &cores Inc.. . 626 Tvn wav tvnn�rMA Y � Architect's nameLindentree Corporation t"7,iti_y;'@?k+r"vWolf cz " . Mechanic's name and-nddreaa '-�- dC.SCP�•LL d '�•aY/L'2/ Ssrd r.y-m'�"4e''s•` "" I "Lxa4on at budding No. 540 Loring Avenue Salem MA -'cv.4What m the purpooe of building? NAighbo rhood Canveal encs Store T, t µ� Material ofµbuilding? v'Wood y If Cdwellmg for how many faminse { _ ttp.�.••i�y�' .�.1j Ssse of Addition No of fret frook �3 0 No:of feet�rea� 13` 0" ;No of feet dee One ��"" dta�+isT= �t s; t• I Nod stories? s Pts tfc._ tis!.' ,No. of feet from the level of the ground to�the�highea0 pu` t of the : }`I g 0" y z,4 fc :� liaw near line of the street? 3V'-0" u $ 8^"wide sidewalk) ;Rini neer !me of the adjoining lot? - What will be the mews of scala to the root? None ,.. Siwe of floor timbers. let slab on gFad e, oof ;.fit+ Span, 13'-0" Distance on reales?r 12'r O.c• site of"carrying timbers?§"- be tweer,exi a_tina structures - .. Distance of supports on ceafero? 13'-0" - What kind of support?_ .._� exiatina ;P rC '€i:- Will the building be erected on solid or filled lend? -Solid What is the materiail of foundation? Concrete -"- rr?',;; .;:y;,;,, ,' ;;• _ Will the roof be net. pitched, mansard orgambrel? 43 Material of roof covering? Sernafil Single FLY Roof Membrane c r'; ... ;_Wilt the building be heated by steam at hot water or Bot air?" ----- No. of brick walb? None Where located? Thickness? Will the building conform to the requirements k the la Yes OM .-'Estimated cast a -: Sigmiure of applicant J. SfGNED UNDER THE" REM PENALTY OF PERJURY ri. The proposed project involves incorporati separate lots for-. a combined-` square footage totaling , ace t e. a em an ng r nance ibits two separate structures on a single lot. The ra act calla for the relocation and modification of a pitched roof .twa story woo rams existing afirvrr .urs in the sa .toe t rly dlrj tion loser to the ocher ex ring structure to- remain. A sew 520 of addition will be constructed:ao=join the two_.exia r+ - rrnrr„rea h„s rr a ing n a 5'+5 sf 6ui ldina .,v Refer to attached plane. q _ d r, � ' ( icy-••yi"�, 1,•: to , _ �..`�, y'� �3 y � t I `sts � �,, APPLICATION FOR PERMIT TO` BUILD ADDITION OR MAKE ALTERATIONS I S �S 1s .., ,. PERMIT GRANTED" Ta -LE 199,7 ADGm�ed _ � I x bate 1, . a5!5U-£PuSett5 Public Pru � � perm Department � & Iiuilbing i"P. epartmcnt One ssalem Oreen 745-9595 ext. 380 Witham H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer June 16, 1988 Santo Freddura 159 McKay St. Beverly, Ma. 01915 RE: 540 Loring Ave. Dear Sir: A certificate of occupancy has been issued for the Richdale Store contingent upon completion of the handicap handrail or a Waiver from the Architectual Access Board. Please be advised that the second floor is incomplete and a Certificate of Occupancy will be issued separately for that part of the project. Sincerely, 1 Y ` David J. Harris Asst. Building Inspector DJH/Ird CC: Arthur Booras Joe Manzi Douglas Trees 3 LINDENTREE CORPORATION 557 BAY ROAD HAMILTON MASSACHUSETTS 01936 June 14 , 1988 Mr. Dave Harris Building Inspector City of Salem, Office of the Building Inspector One Salem Green Salem, MA 01970 re: Relocation and modification to existing two-story wood frame structure at 540 Loring Avenue, Salem, Massachusetts. Building Permit Number 1308 Mr. Harris: The first floor retail spaces are complete. Based on the weekly site visits and observations Lindentree Corporation is of the opinion that the work has been installed according to the Approved Construction Documents and the appropriate requirements specified in the Massa husetts State Building Code. p e ly, D. T es 617.468.4347 ARCHITECTURE & CONSTRUCTION LINDENTREE CORPORATION 557 BAY ROAD HAMILTON MASSACHUSETTS 01936 --- ='�• May 12 , 1988 Mr. Dave Harris Building Inspector City of Salem, office of the Building Inspector One Salem Green Salem, Ma. 01970 RE: Relocation and modification to existing two-story wood frame structure at 540 Loring Ave, Salem, Ma. Building Permit No. 1308 Mr. Harris: The framing at the above referenced project is complete. Based on the weekly site visits and observation Lindentree Corporation is of the opinion that the framing has been installed according to the Approved Construction Documents and the appropriate requirements specified in he Ma achusetts State Building Code. ttc6 1 D.F. >'ee e/ 617.468.4347 ARCHITECTURE & CONSTRUCTION JOSEPH MANZI'S SONS, INC. 16 Everett Street - c Beverly, MA 01915 922-2111/774-4470 To whom it may concern: RE : 540 Loring Avenue Salem, MA This letter hereby certifies that all rough work at this building site has been installed according to plan and further requirements of the Massachusetts building code . Per : osep G . Manzi oseph Manzi E; Sons , Inc . Notes of Conference ri J Client: Santo Freddura Project: Salem Richdale Date of Meeting: May 12 , 1988 Place of Meeting: Project Site 540 Loring Avenue Present: Doug Trees Lindentree Corporation Paul Gross Lindentree Corporation Points of Discussion: 1. Mr. Dave Harris, Building Inspector, City of Salem has requested Lindentree to furnish a written report of inspection of the structural framing per Section 111. 0 of the Massachusetts State Building Code. Upon examination, Lindentree offers the following: A. The roof framing of the relocated structure and new connector is unacceptable and in violation of the code. The general contractor shall install (3) 2x12 beam above new 2x12 collar ties spanning between (2) 4x4 wood posts centered below the new ridge rafter & supported by the new glu-lam beams below. The general contractor shall construct a 2x4 kneewall on top of the new (3) 2x12 beam, supporting the ridge rafter above. The general contractor shall replace the existing wood post on the first floor with a new glu-lam column and also install an additional glu-lam column 6 ' -0" (+/-) to the east of said column (this column shall sit on beam below) with new glu-lam header spanning between the glu-lam columns, beneath the existing beam above and concealing the existing metal connector at the intersection of the existing built-up wood beam and glu- lam beam above. Refer to Drawing A-4 , Building Section, for additional information. B. The new roof above Tony Lena' s restaurant has been modified and strengthened as specified in Notes of Conference dated 6 May 1988 and is therefore acceptable to the architect. C. The general contractor has furnished and installed the bent strap hanger at the intersection of the new glu-lam beam running north-south with the new existing beam running east- west as specified in the Notes of Conference dated 19 April 1988 . The general contractor shall install shims as required to create bearing between bottom of existing beam and hanger. 2. Lindentree has informed the general contractor that all finish work shall cease until all of the following conditions are met: A. Item lA is complete, inspected and approved by the architect. B. Item 1C is complete, inspected and approved by the architect. C. The architect has furnished a favorable written inspection report of the structural framing to the building inspector. D. The gas and building inspectors have signed-off on the building permit job weather card. 3 . Door 201, as indicated on Drawing A-2, shall be a 1-1/2 hr. rated B label 3 ' -0"x 6 '-8"x 1-3/4" metal door and frame with door closer. Sincly 7 Paul c: Dave Harris Arthur Booras Santo Freddura Joe Manzi Doug Trees w �J Notes of Conference Client: C1 7 Y of Santo Freddura Project: Salem Richdale Date of Meeting: May 6, 1988 Place of Meeting: Project Site 540 Loring Avenue Salem, MA. 01970 Present: Joe Manzi Joe Manzi's Sons, Inc. Doug Trees Lindentree Corporation Paul Gross Lindentree Corporation Notes Prepared By: Paul Gross Points of Discussion: 1. It was decided that the General Contractor shall make the following modifications to the new roof above Tony Lena's restaurant: A. Install 2x4 kneewall (spaced similar to roof rafters) at approximately center span of new 2x12 roof rafters. Kneewall shall span from existing Lena roof to underside of roof rafters. B. Align kneewall with existing beam in Tony Lena. Note that the kneewall shall jog similar to existing beam. C. Install (1) 4x4 wood post as required at southern portion of existing beam in Tony Lena. When these issues are resolved to the satisfaction of Lindentree, the architects shall verify the structural integrity of the new roof construction to the Salem Building Inspector. 2 . General Contractor shall install framing connections as outlined in Notes of Conference 4-19-88 . General Contractor shall notify architect at completion of installation to arrange for inspection. The architect shall forward his finding to the Salem Building Inspector. 3 . General Contractor shall install exterior treated trim board as indicated on Drawing A-3 , Elevations. The location of trim board shall be verified with Back Bay Awning to correspond to the Richdale, furnish and installed, awning dimensions. General Contractor shall relocate exterior light fixtures in conflict with awning. 4 . All HVAC supply ducts conveying heated conditioned air shall be fabricated and installed of non-combustible material as required in Section 1009. 0, Construction of Metal Ducts and Vents, of the Massachusetts State Building Code. 5. As stated on the Building Permit Job Weather Card, work shall not proceed until the inspector has approved the various stages of Construction. The General Contractor shall pursue the required signatures. 6. Site Observation: Rough Carpentry (75%) Roofing (65%) Doors, Frames and Hardware (40%) Aluminum and Glass (100%) Drywall Partition (90%) Acoustic Ceilings (0%) Flooring (10%) Painting (20%) Plumbing (30%) HVAC Equipment/ductwork (60%) Electrical (50%) Sin ere y, Paul W. Gross cc: Dave Harris Arthur Booras Santo Fredura Joe Manzi Doug Trees ` in�/o �^ ' / ` �c CITY � �� � � ,- - `"� ` ' CA�� , ` 'Nd��s of ��o�fere�ce -- ` Client: Santo S. Freddura Project: Salem Richda!e Date of Meeting: April 19^ 1988 Place of Meeting: Project Site 540 Loring Avenue Salem, MA. 01970 Present: Paul Gross Lindentree Corporation Points of Discussion: 1 . Mr . Dave Harris, the Salem Building Inspector , has requested verification of the structural integrity of the new roof construction that the general contractor has installed , spanning from the new connector to the west elevation wall of Tony Lena. The new roof is constructed of 2x12 @ 16" o. c" spanning 22 ' '0" with 5/8" roof sheathing" Upon review the architect makes the following structural suggestions: -The mid span must be supported" -Add (3) 2x10 girder beneath new 2x12 roof rafter at center span. ~Support new girder with 3 1/2" O. D. lally columns spaced 10 '- 0" O. C. max . -Install 2 '-6" x 2 '-6" x 10" deep interior footings beneath the lally columns" 2" Refer to attached Architectural Sketch ASK-3 for connection detail at intersection of new 5 1/8« x 13 3/4" glu-lam beam running north to south with existing continuous (4) 2x12 beam running east to west at first floor retail space. 3. General Contractor shall provide welded and bent strap type purlin hanger at the intersection of existing (4) 2x12 beam running east to west with new continuous 5 1/8" x 13 3/4'/ glu- lam beam. Refer to attached recommended manufacturer beam connection detail for configuration of hanger" 4. All framing work , before covering , shall be inspected by the architect. 5" All exterior doors and windows are installed including relocation of existing second floor secondary egress door at l north elevation. b. All wood studs for interior partitions are in place. 7. Interior- stairs are framed. e. Insulation at all exterior walls is installed. 9. Rough plumbing is complete. 10. Exterior clapboard siding is in progress. Bo% complete. 11 . Asphalt roof shingle installation is complete. 12. Existinq bituminous concrete paving surface has been removed. Sinc _ly, frau Gross cc: Dave Harris Arthur Dooras Santo Freddura Joe Manzi Doug Trees rr For more information, call.800-525-1625 Beam Connections Arch Connections } Arch ir v shoe II •� \ r d eA.. Concrete it 'h- - '���—Tie rod Clip anglesn. ARCH SHOE WITH CONCEALED ANCHOR .;o'. BOLTS. Daps are prowl ed in arch base for Succor bolt heads. BEAM ANCHORAGE DETAIL. For anchorages which resist both uplift and horizontal forces. Arch May have nue or molenshor Seth In masonry m / and one pr ore bolts cho or without shear SIDE VIEW plattx though beam. One half inch mimmam cl alone.m unbery out moisture barrly on alt wall contact surfaces endF sides, and tops(if .4 2, ' masonry e.aft.1hore foramens). .s '-yyyt easB Minimm uspaCin g H+—h"minimum Alternate a:^c, clearance location Anchorbolts�.i .`. O'' Shoe \ Weep holes or slot in for tie lower portion of base .,.v Iqr drainage TRUE HINGE ANCHORAGE FOR ge V. fir �:�_:,�;�,,,+•• Recommended tar arches where trueue hinge P, D ♦ \ Yf' action is desired. Bridge plc welded to arch shoe. Pipe bearings bolted to base plate. _ Taper peak to avoid - Shear plates localized crushing :( . Ns, on dowel 9� ` ani i Bearing plate G 'Shearolates `1 1 ..n')- On mdphi0e boll Anchor bolt _ ?= Count¢rbore is SIMPLE BEAM ANCHORAGE CLEARANCE DE. Mer TAIL For ensure with depts h 24 in,and less. i sx� Resists uplift and small horizontal forces. Bearing plate or moisture barrier recom- mended. a,�) k sa�y� r.- ARCH PEAK.For arches wish slopes of 3.12 and glealer.This connechon will transfer both vertical lanes ishesq and horizontal IOrees(tension and Nails compression). Bent r• t" r�' Taper peak to avoid straps localized crushing ay r ?,:y °tlrve�p� C li Shear Plates n .i in :a r 5•Y'. on bolt l h Pullin { ;gip a.T* Counterpoise Beam a �•; a r�,. It tos .. Arch Nails ARCH PEAK. This connection transfers both WELDED AND BENT STRAP TYPE PORLIN HANGER. For vertical and horizontal forces. It consists of moderate and heavy loads. Provides uniform fit where two shear plates backdo-bdcA and a through good appearance 11 desired. Porting must be raised bolt or threaded rod with washers Counter, above top of beam t0 allow sheathing to clear straps. bored into the arch. �8 t t�IS�INL1 BEAM�}1?xl2 W�'�2 PIX`N� _� f� in Jiro STEM PiPB {vofrED N� �a',B"M 133/k°4Wt,AM BEAM PLAN Vow t GRlt L�,WiNlim1NK FOR h. � 3 i2 NthD 5c?X--YJ i 04191lN6 6EAM'�)Zxl2Wl __� — 4jvl ptXYiD Ne% BEAM -- s}as v��w PUU- w4,60 ��ONT Tr-M aAIP.M R1dNDAL.E P�pEiZ'T( d� �1NTd F�I'�DURA 54� l.ot21N6� A`/E.�-M�1-�M> M�' A�K'3 �1�57 �tm� B� iN1'E125EGT 1©N LONNE,L710N pET�ll.S I'+ pAr�� iq APttIl.11�8 SCALL- I'/z' Notes of Lonference Client: Santo S. F'reddura Project: Salem Fichdale Date of Meeting: March 25. 1988 Place of Meeting: Project Site 540 Loring Avenue Salem, MA. 01970 Present: Joe Manzi Joseph Manzi 's Sons, Inc. Paul Gross Lindentree Corporation Points of Discussion: 1 . Ali exterior windows and doors are framed. An additional window was added at the first floor south (front• ) elevation per the request of Mr. Arthur Booras and agreement of the owner. 2. New 2x12 floor .foists have been sintered to every other existing floor joist at second floor as indicated on sketch ASK-1 areas 8 and C. S. 2 '-0" x 2 '-ii" grade beam has been poured where Tony Lena & new addition/connector abut. 4. New slab on grade has been poured at new addition/connector . 5. The 1/2" Wonderboard & Bi.tuthene application at the exterior- perimeter foundation sill has been installed at east and south elevations of the relocated structure. Note that this construction detail , as indicated on Sketch ASK-2, requires the application of Insulcrete finish on all exposed surfaces of the Wonderboard. b. The east elevation 1st floor door and windows have been framed 1 ' -0" to the south , as previously agreed . to avoid conflict with the existing beam. 7. The new second floor gable roof is framed including the 2x1::_ collar ties at. upper 1 /3 of every pair of the root rafters. The ridge and eaves align with that of the existing roof . i v. Root construction is in orogress including the installation W the plywood roof sheathing , asphalt root shingles, eave vents, ridge vent and +lashing. 9. Insulation of root structure is to be spaced away from roof sheathing by styrofoam pans for insured air movement between eave vents and ridge vents. 10. The Knox, Rapid Entry System, required by the Salem Fire Department , shall be mounted at the south elevation 6 ' --0'' above finish grade. The architect furnished the General Contractor with the order- form , signed by Captain Murphey of the Salem Fire Department. 11 . The General Contractor has scheduled a meeting with a rooting sub-contractor to discuss the roof detail of the juncture between the new structure and the existing Tony Lena Roof . The final construction detail must be reviewed and approved by the architect before application. Since 1y ,01 Paul W. Gross cc: Dave Harris" Arthur Hooras Santo S. Freddura Joe Manzi Doug Trees Notes of Conference Client: Santo S. Freddura Projects Salem Richdale Date of Meetings March 49 1988 Place of Meetings Project Site 540 Loring Avenue Salem, MA. 01970 Presents Paul Gross Lindentree Corporation Doug Trees Lindentree Corporation Notes Prepared bys Paul Gross Points of Discussions 1. Existing two-story structure has been relocated and set on new 10" concrete foundation. Mastic has been applied to exterior face of foundation and backfilling has been complete to sub-grade. Please refer to attached Sketch ASK-2 for approved foundation sill condition at perimeter of building. 2. It was agreed to install 5 '-0" deep planting areas along east and south elevations of the relocated building. Sloped concrete entrance ramps shall be provided at Entrance Doors 101A, 1018 & 102. Entrance ramps shall have a maximum slope of of 1 : 12. The east elevation planting area shall extendfrom the entrance ramp at Door 101E to the 4 '-0" wide concrete walk and stairs at the rear (north) elevation. The south elevation planting area shall extend between the entrance ramps at Doors 101A & 102. 3. New 2x12 .floor joists at 24" o.c. in Area A on ASK-1 ..have been installed. 4. General Contractor shall install 2x12 as indicated on ASK- 1 in Area B as indicated 5. The existing longitudinal beam and column encased in GWB supporting the second floor have been exposed. General Contractor shall hang new Glu-lam beams from existing longitudinal (4) 2x, 12 beam with 1 ' diameter steel pipe and 1/4 steel plate hung from top of existing beam. All steel connectors must be enclosed by the wood beams, a minimum of 1 " on all sides to ensure the 1 hour rating of the heavy timber. 6. General Contractor shall provide a continous 2'-0" x 2 '-0" concrete grade beam along the side (west) elevation which abuts the existing Tony Lena Restaurant. Singeo PdL cc: Dave Harris Arthur Booras Santo Freddura Joe Manzi Doug Trees i r •'A� �..� ' � I• rt r ► r a111G�lll rAm 110 IN ll�l�lllpl�ilii iillll L ,I�II�-.1ir Notes Of Conference Client: Santos Freddura Project: Salem Richdale Date of Meeting: February 17, 1988 Place of Meeting: Project Site 540 Loring Avenue Salem, MA. 01970 Present: Joe Manzi J. G. Manzi Distributor , Inc. Roland Beaulieu Metropolitan Building Movers, Inc. Paul Gross Lindentree Corporation Notes Prepared By: Paul Gross Points of Discussion: 1 . Existing two story wood framed structure is being prepared for relocation. Preparation includes: - Gutting interior partitions - Demolition of existing front porch - Demolition of existing stairs (interior and exterior) - Demolition of existing chimney - Disconnection of existing utilities 2. Excavation for new foundation for relocated building is complete. General Contractor shall construct a temporary fence around excavation. 3. New 2 '-0" x l '-0" footings are formed and scheduled to be poured today. New 10" concrete foundation walls with No. 4 rebar 12" o. c. horizontally and vertically will follow footing pour. General Contractor to apply damproofing mastic to outside foundation wall surface below grade before backkilling. 4. The relocation of the existing building is scheduled for next week. The weight of the relocated building cannot be set on the new foundation until the concrete has been allowed to cure for a minimum of seven days. S. The basement . which is indicated as a 12 '-011 x 12 '-0" mechanical room on the Construction Documents, will be constructed as a full basement under the relocated building. This change was dictated by the requirement for handicapped access and Richdale 's requirement for 1st floor grade entrance in conjunction with Section 874. 0 of the Massachusetts State Building Code which states that the untreated sub-floor and framing of the existing 1st floor is not allowed to be exposed to ground located within the periphery of the building over crawl spaces. A 12 '-0" x 12 '-0" one hour rated mechanical room (including walls, ceiling and door) must be provided in the northwest corner of the basement. 6. All floor surfaces, scheduled to receive quarry tile finish as indicated on Construction Documents, shall be finished with Armstrong Medin.tech Resiliant Flooring 7. The spacing of the collar ties on the new roof can be increased from 12" o. c. (as indicated on Drawing S-1 ) to 36" o.c. The location shall remain on the upper 1/3 of the roof rafters. B. Existing structural framing has been exposed. Refer to attached Sketch ASK-1 for proposed solution. 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