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111 NORTH STREET - BUILDING INSPECTION (3) L No. 153L-2 HASTINGS. MN LOS ANGELES-CHICAGO•LOGAN.OH MCGREGOR.TX-LOCUST GROVE,GA U.S.A. Rder i , � rq'`^ CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3" FLOOR vsa� TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISOOLL MAYOR THOMAS STTIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER June 6, 2013 Trickett Realty Trust Haralampos Sidiropoulos-Trustee 1180 Main Street Tewksbury Ma. 01876 Re:l l l North street Mr. Sidiropoulos, This Department has received a complaint regarding the maintenance of the landscaped areas at your property. Salem City Ordinance requires the property owner to maintain the grass strip in front of your property. Pleas e contact this office upon �receipt of this letter to discuss this matter. Thomas StTierre Building Commissioner °- CITY OF SALEM, MASSACHUSETTS r ` y3tl BUILDING DEPARTMENT � I 1 120 WASHINGTON STREET,3" FLOOR �trmA/ TEL. (978) 745-9595 FAx(978) 740-9846 KINMERLEY DRISCOLL MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER February 26, 2013 Trickett Realty Trust Haralampos Sidiropolous- 1180 Main Street Tewwksbury Ma. 01876 Re: 111 North Street Dear Mr.Sideropolous, I just wanted to confirm our conversations regarding City Ordinances that are pertinent to the opening of the gas station. #1 Hours of operation 14-226 through 14-232 ,Retail operation is allowed by right from 6:00 A.M till 11:00 P.M. Any extension of hours requires City Council approval' #2 Loading and unloading 22-2 (4) Loading and unloading allowed from 7:00 A.M. till 11:00 P.M. (this includes the servicing of dumpsters and the delivery of fuel) #3 Dumpsters 24-23 covers the operation and maintenance of dumpsters #4 Snow and Ice on sidewalks 38-13 and 38-14 covers the removal of snow as well as the treatment of ice for the sidewalk abutting your premise. The full written text is available on the City website by accessing our web site at www.salem.com from there select Departments and then select City Clerk. There is a link from the Clerk's page to City Ordinances. If you have any questions, please let us know. Good Luck on your opening and continued business Sine ely, Thomas St.Pierre QTY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3AD FLOOR TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER February 26, 2013 Elizabeth Rennard ,Solicitor City of Salem 93 Washington Street Salem Ma. 01970 Re: 1 I 1 North Street Dear Ms. Rennard , Enclosed, please find a check for $2,000 from Trickett Realty Trust. This amount ,as requested, is to increase the escrow amount to $5,000 to insure compliance with the conditions outlined in the my letter of April 5,2012 . Thomas t.Pierre Building Commissioner,Director of Inspectional Services SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI FACSIMILE February 25, 2013 978-741-4683 N a W � m Thomas St. PierreCCI Building Commissioner/Zoning Officer NJ :Z C") City of Salem Cn >D rC Public Property Department p (A)o 120 Washington Street, 3'd Floor _ Salem, Massachusetts 01970 Fi rri N Re: 111-113 North Street Dear Commissioner St. Pierre: Attached please find a check from Trickett Realty Trust in the amount of $2,000.00, payable to the City of Salem, which funds are submitted pursuant to Paragraph 5 of your letter dated April 5, 2012 addressed to Trickett Realty Trust, a copy of which is attached hereto. These funds are paid into escrow to be combined with the $3,000.00 paid to your office in escrow on May 1, 2012, a copy of which transmittal and check are attached, for a new escrow total of$5,000.00. All other terms and conditions of your letter remain the same. Very truly yours, Trickett Realty Trust By its Attorney, Csep C. Corr nti JCC:dl Enclosure cc: Trickett Realty Trust Elizabeth Rennard, City Solicitor Trickett Realty Trust 1180 Main Street, Tewksbury, Massachusetts 01876 Phone: (978) 640-6332 Fax: (978) 640-6334 February 6, 2013 City of Salem MA Board of Helth Department 120 Washington Street, 4`s Floor Salem, MA 01970 Attn: Lary Ramdin RE: Salem Shell I I 1 North Street Salem, MA 01970 To Whom It May Concern: I,Haralampos Sidiropoulos,would like to inform you that we will be selling only motor fuel products; we won't sell food or tobacco at this time at that location. Please contact me should you need any further information. Thank you for your assistance. Sincerely, Haampos Sidiropoulos Tel: (978) 640-6332 Fax: (978) 640-6334 Email: bobsidis@verizon.net `°� CITY OF SALEM �'i1 PUBLIC PROPERTY ��m DEPARTMENT KIN III M XDRISCpLI. N4m'OR 120 W;ASbIINGf(,LV$'I'R l:b`f* S:V.�[Jt.A{ivtiS,v111L91-:I1�019 70 'I'ci.:979-745-9595 ♦ PAN:973-740-0346 March 15, 2007 Robert Sidiropoulos 111 North Street Salem, MA 01970 RE: 111 North Street (Zoning) Dear Mr. Sidiropoulos; Per our discussion this week, your project (Gas Station and Convenience Store) is allowed by right. The Gas Service is a continuation of an already existing use, and the Convenience Store is allowed by right in a B-2 zone. The small addition proposed for the rear corner of the building, also meets dimensional requirements for Salem Zoning. We are prepared to issue permits for renovations upon receipt and approval of the required Construction Documents. If you have any further questions regarding this matter please feel free to call this office at (979) 745 - 9595, ext. 5640. Sincerely, Thomas J. St. Pierre Building Commissioner/Zoning Enforcement Officer CC: file Y� IIJr r of. ttem, sttclse#f :.. AUG 11 3 42 Pt! is pattrb of r EITYOwPF.TITTON 'OF SHF.I.I. OIL COMPANY, - INC. , FOR wuu w.. noQon J'%%�;(,j itT; PERM-TT TO ALLOW CONSTRUCTION OF AN AUTOMO�; JAW$ M'Qouaocx STLE SFRVICE STATION AT 111113 NORTH STREET AFTER 0ZfP11 f, pOYIQ ,n.lAl .a,,xAY, QM DFMOT.TTTON OF EXISTING SERVICE: STATION AT SAID LOCATION. AlIr4Vx Mxxt NVF .IMI 01 f. rAN04 J W-MIAV WkWK in. The Tnspector of Buildine-s revised to• issue a permit to construct a new service station at this loeation' a's the 'existing•use isnon conforming . for this district, zoned 13-i,. Neighborhood business, and referred pets- tioninp company to the Board pf Appeals. The City Zoning Ordinance al- lows such a. use in accordance 'with Section V-B-g "Special 'Permit Uses, B-1 Districts", when permission is obtained from the Board of Appeals. Hearing was held on .this appeal pursuant to notices inailed -postpaid to the petitioner, abutters, board members, and• otheis, and advertisements published is the Salem Evening. Ndwe. . All Board members were present, excepting Mr. Doyle who was unable to at- 'tend. Counselor David T. Doyle appeared for petitioning company with Mr. Edward Gallagher of said company. Appearing in-opposition with the Ward Councillor George McCabe, were Mr. Yeannakopoulos, Mr. Ercha, Mr. .aud Mrs. Wm. Heffernan; Mr. James Godfrey4 and Mr.. and Mrs. Robert Nelson. The Board studied the facts presented by the petitioner and opponents, and it was the opinion; of the Board that since a service station .was pres- ently inexistence at this location, that a Special Permit was warranted and would be in the best interests of, the community and• the district; it was the further opinion of the Board that the demolition of. the present station and the construction of' a new station of colonial -design would: promote the public health, safety, convenience, morals and the welfare of the inhabitants of the City. At a meeting of the Board helii- on July 27, .1970, ;it was unanimously voted ' to issue a Special Permit' to Shelf Oil Company, •Inc. , to ccpstrudt a gas cline service station of colonial design- in coifformity with the. service station building presently existing at the corner of 934 Massachusetts Avenue in Arlington, Massachusetts, as shown in photopraph 'of same sub- mitted to* this Board; the petitioner shall have the further obliE;ation of the maintenance of the property to the rear line; the cons%rLidtion of the said building and the landscaping shall be in accordance with the n-ow plans submitted by the petitioners to meet the objections of the neighbors, and which are furthe.r .incorporated 'in a letter from. the petitioners attor- ney, David T. Doyle,. to the Board, datdd .July .16, 19.70, and said plans and letter become' an integral part of this decision. BOARD OF APPEALS . SPECIAL PERMIT GRANTED AS REQUESTED. BY Act. ) Secretary "� r; Px.� �II��II�II�III�IIIlilll�l9l�ll�l@ © 2008092400360 8007 P01 09124/2000 ¢1:54 DEED PO 1r Southern Essex District ROD Date: 09/24/2000 01:54 PB ID: 655690 Does 20090924003600 Fee: $4,651.20 Cans: S1,020,e00.00 This Instrument prepared by: Beverly J.Iaug as agent Shell Oil Products US 12700 Northborough,Suite 130 Houston,Texas 77067 When recorded,return Dead and Tax Statements to: Haralempo6 Sidiropoulos,Trustee of Trickett Realty Trust 1180 Main Street Tewksbury, MA 01876 QUITCLAIM DEED WITH BRAND COVENANT v1 THIS ISA QUITCLAIM DEED dated "uAS' f� 2008 effective o% 2008, by MOTIVA ENTERPRISES LUC, a Delaware limited ^t:1 liability company, with offices at 12700 Northborough, Ste. 100, Attn: Real Estate vJ Administration, Houston, Texas 77067, (herein called 'Grantoe) to 14ARALAMPOS SIDIROPOULOS, TRUSTEE OF TRICKETT REALTY-TRUST DATED MARCH 27, 1881 RECORDED WITH MIDDLESEX SOUTH DEEDS IN BOOK14257 PAGEZ14AS o AMENDED FROM TIME TO TIME, a Massachusetts real estate trust,with an address of 1180 Main Street,Tewksbury, Massachusetts 01876(herein called "Grantee"). GRANTOR, for good and valuable consideration received of ONE MILLION TWENTY THOUSAND AND NO/100 DOLLARS ($1,020,000.00), hereby grants to Grantee, WITH QUITCLAIM COVENANTS, the following described real property (the "Property") situated in the City of Salem, Essex County, Massachusetts, commonly known as 111-113 North Street, and more particularly described: See Attached Exhibit A for Description Together with all rights, privileges and appurtenances thereto LESS AND EXCEPT: All right, title and interest in and to any oil, gas and other minerals (including without limitation, helium, lignite, sulfur, phosphate and other solid, liquid and gaseous substances), regardless of the nature thereof and whether similar or dissimilar, and the right to explore for, develop and produce same, as well as the right to lease the Property herein conveyed for such purposes, and all mineral and royalty rights whatsoever in, on or under and pertaining to the Property but without the right to use, or right of any ingress to or egress from the surface of the Property herein conveyed for exploration or producing purposes. Qax /41 TO HAVE AND TO HOLD the same unto Grantee and Grantee's heirs, administrators, executors, successors and assigns forever, but SUBJECT to the following: Encroachments,.-protrusions,,easements,,changes in street lines, rights-of-way and other matters that would be revealed by a current on the ground survey and inspection of the Property. _ _Recordedaeases,,egreements,-easements,-rights-of-way, covenants, conditions and restrictions as the same may be of present force and effect. Zoning regulations, ordinances, building restrictions, regulations and any violations thereof. The lien for real property taxes for the current year, and any liens for special assessments which, as of the date hereof,are not due and payable. IN ADDITION TO THE FOREGOING, Grantor grants the Property to Grantee subject to the following covenants and restrictions: Except as provided herein, for ten (10) years from the date of closing Purchaser agrees that if the Property is used for the sale of motor fuel, the motor fuel must be purchased from Grantor, or Grantor's successor or assigns, ('Brand Covenant) and Retailer's Station must be operated pursuant to the terms and conditions of a Retail Sales Agreement, or As replacement. Purchaser shall use, improve, lease, sell, encumber or transfer the Property subject to the Brand Covenant. Purchaser may not assign its rights or obligations under the Brand Covenant without the prior written consent of Company. The Brand Covenant runs with the land or leasehold interest, as applicable, will appear as a recorded item in the property records of the Property, and is for the benefit of, and binds, the successors in interest and assigns of Purchaser. Grantor's failure to enforce any breach of the Brand Covenant is not a waiver of the Brand Covenant or of any subsequent breach thereof.All purchasers, lessees, and possessors of all or any portion of the Property and their respective heirs, successors, assigns will be deemed by their purchase, lease, or possession to be in accord with, and shall agree to the terms of, the Brand Covenant. Purchaser will be excused from complying with the Brand Covenant if Grantor elects to do a market withdrawal in accordance with the Petroleum Marketing Practices Act from a geographic area that includes the Property. If Purchaser fails to comply with the Brand Covenant for any reason whatsoever, Grantor may pursue any and all actions to enforce the terns of the Brand Covenant and pursue any and all remedies available at law or in equity. SUBJECT to the foregoing, Grantor covenants with Grantee that Grantor will warrant and defend title to the Property against the lawful claims of all persons claiming by,through or under Grantor, but not otherwise. m !MW eiNll RELIABLE TRUSS AND COMPONENTS, INC. COMPONENT DESIGNS & PLACEMENT DIAGRAM FOR TRICKETT REALTY TRUST SHELL STATION ADDITION SALEM, MA ROOF TRUSSES {Submission Date: 11-21-08} INSTALLATION DOCUMENTS Ref: 0807016 - 22675R The seal on these drawings indicate acceptance of professional engineering responsibility solely for the engineered wood components shown per ANSI/TPI/WTCA 4-2002. Questions??? Call Reliable Truss at 508-99-TRUSS (87877) or 1-888-80-TRUSS (87877) Reliable Truss and Components, Inc. 1 200 Welby Rd, New Bedford, MA 02745 1 T: 508-998-7877 F: 508-995-1724 TLL-0337451 0807016 22675R RF INSTALL MA 11-21-08 RT-922 09-28-2008 WARNING Failure to Follow Could Cause Property Damage or Personal Injury IMPORTANT NOTES These notes pertain to the attached truss designs and placement diagrams The following trusses are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in substantial accordance with state building code's referenced editions of NDS and/or TPI/ANSI specifications. For general guidance regarding design responsibility, storage, erection and bracing, consult"Building Component Safety Information BCS] 2006 Guide to Good Practice For Handling,Installing, Restraining&Bracing of Metal Plate Connected Wood Trusses,"available from Wood Truss Council of America,www.sbcindustry com and the code referenced edition of the "National Design Standard for Metal Plate Connected Wood Truss Construction,ANSIITPI t." 1. Provide copies of this truss submission to the building 11. Contractor or building designer responsible to assure that designer and erection supervisor. load bearing walls and foundations is adequate to support the 2. Top chords must be sheathed throughout or purlins provided loads imposed by the trusses. at spacing prescribed on the individual truss designs. 12. Camber is a non-structural consideration. Trusses are not 3. Bottom chords require lateral braces(or alternate) as cambered except as specified by the customer and noted on the indicated on the individual truss designs if no ceiling is installed. individual truss design. Anchorage and/or tie-in components are the responsibility of others. 13.The effect of lateral thrust/horizontal displacement of supports for scissors type trusses is not a consideration of this 4. ® Designates the location for a lateral brace(or alternate) design. The design of the truss supports must accommodate the for lateral support of individual truss members only. Subject to lateral thrust/horizontal displacement of the truss. review and approval by the building designer, this is often a 2x4 continuous lateral brace fastened to each member with two(2) 14. Mitek Connector Plate Approvals: ES 95-43.01, ESR-1311, 10d(0.128" x 3"), 12d(0.128"x 3.25") or 16d (0.131"x 3.5") ESR-1352 and ES 96-67. nails or alternately, a Simpson Strong-Drive Truss Spacer Bracer or Mitek Stabilizer. 15. For additional information refer to Reliable Trusses': Order Paperwork&Proposal 5. Do not stack construction materials on Floor or roof that Placement Diagram(s) &Notes. induce loading on truss greater than designated loads. Individual Component Designs Other Detail &Specifications as Supplied 6. Except as noted on the attached designs, do not cut or alter truss without prior written approval of Reliable Truss or a 16. Reliable Truss and it's vendors reserve the right to upgrade professional engineer. the specified truss material to facilitate manufacturing without customer approval. 7. Building designer is responsible to insure that loading shown hereon is applicable to building and use. Additional Notes for 4x2 Trusses Only 17. Refer to Reliable Truss Floor"2x6 Strongback Bracing 8. Care should be exercised in handling, erection, and Recommendations"for additional performance related notes installation of trusses. 18. Maximum allowable gap between the inside of bearing and 9. Provide adequate drainage for all trusses with shallow top end web for top chord bearing Floor trusses is%". chord slopes. 10. Building designer to determine and transfer all gravity, uplift "GAP wind, seismic and other lateral loads from trusses to buildingfoundation. BEARING REFER TO ATTACHED WTCA/TPI BCSI-131 FOR IMPORTANT HANDLING INSTALLATION AND BRACING SUMMARY INFORMATION ISSUE DATE TITLE SHEET# RELIABLE TRUSS 3-13-07 GENERAL WOOD TRUSS NOTES RT-2 AND COMPONENTS,INC. TLL-0337452 0807016 22675R RF INSTALL MA 11-21-08 RT-23-1YN August 12003 Standard Gable End Detail ST-GE100-004 °J�� O _ - _- -. Page 1 OF 1 Typical_x4 L-Brace Nailed To 2x Verticals W/10d Nails,6"o.c, Vertical Stud 00 \� Vertical Stud (4)-16d Common \�\ DIAGONAL LJ V LJ� Wire Nela /BRACE MiTek Industries, Inc. ..... 16d Common SECTION B-BWire Nails DIAGONAL BRACE -_....._._.�, Spaced 6"Go -0"O.C.MAX (2)-10tl Common ---.-2x6 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2x4 N0.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals 12 SECTION A-Awf(4)-10d Common Nails A Varies to Common Truss 2x4'Stub / SEE INDIVIDUAL MITEK ENGINEERING DRAWINGS FOR DESIGN CRITERIA A B L., B 3x4= * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIEDARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. PROVIDE 2x4 BLOCKING BETWEEN THE FIRST 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF TWO TRUSSES AS NOTED. TOENAIL BLOCKING DIAPHRAM AT 4'-0"O.C. TO TRUSSES WITH(2)-10d NAILS AT EACH END. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD(or 2X4 No.2 ATTACH DIAGONAL BRACE TO BLOCKING WITH OR BETTER)AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL (5)-10d COMMON WIRE NAILS. / BRACE TO BE LOCATED ATTHE MIDSPAN OF THE LONGEST STUD. / ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. (GABLE NAILS STTUD DEFLLECTION MEETS OR EXCEEDS U240. SHEATHING TO 2x4 ST1PLYWOOD D S F 7. BLOCK / i 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. i 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. Roof Sheathing IL 2 DIAGONAL V-3" Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT (2)-10d' � Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTSi,(2)-10d NAILS Species / and Grade Maximum Stud Length i / 2x3 SPF No.3 12"OC 4-3-9 5-6-7 7-9-15 8-7-3 12-10-12 2x3 SPF No.3 16"O.C. 3-10-14 4-9-8 6-9-6 7-9-12 11-8-10 : " / /Trus $ 241r O.C. 2x3 SPF Nos 24"O.C. 3-4-15 3-10-15 5-6-7 1 6-9-14 10-2-13 � ' Diagonal braces over 6'-3"require a 2x4 T-Brace attached to / 2z6 DIAGONAL BRACE SPACED 48'0 C, one edge. Diagonal braces over 12'-6"require 2x4 I-braces Dlag. Brace /j ATTACHED TO VERTICAL WITH(4)-16d attached to both edges. Fasten T and I braces to narrow edge at 1/3 Points-,.-- i COMMON WIRE NAILS AND ATTACHED of web with 1 Bid common wife nails 8in o.c.,with 3in minimum If needed '� TO BLOCKING WITH(5)-10d COMMONS. end distance. Brace must cover 90%of diagonal length. - MAXIMUM WIND SPEED=100 MPH HORIZONTAL BRACE MAX MEAN ROOF HEIGHT=30 FEET APRIL 1,2007 til End Wall CATEGORY a BUILDING DETAIL ADEQUATE FOR ASCE 7-02&7-05 \ (SEE SECTION A-A) EXPOSURE B or C ASCE 7-98 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING DURATION OF LOAD INCREASE'.1.60 CONNECTION OF BRACING IS BASED ON MWFRS. r ISSUE DATE TITLE SHEET# 2-2s-o� MITEK STANDARD GABLE RT-10b RELIABLE TRUSS IYC. vlo END DETAIL c'cl#PDN°NTS', TLL-0337453 0807016 22675R RF INSTALL MA 11-21-08 RT-lobs 2-26.07 Standard Gable End Detail SHEET 2 �O� ® ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Page 2 OF 2 ED Trusses @ 24" o.c. / _. ......... 0o �00 LJ V LJ� HORIZONTAL BRACE 2.6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek Industries, Inc. Roof Sheathing1 �� COMMON WIRE NAILS AND ATTACHED � TO BLOCKING WITH(5)-10d COMMONS. i r Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE "PURLIN WITH TWO 16d NAILS TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS ` 2X 4 PURLIN FASTENED TO FOUR TRUSSES L WITH TWO 16d NAILS EACH.FASTEN PURLIN .' TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ \ ONEITHER SIDE AS NOTED TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End t/1/aii —��--_ - (5)-10d COMMON WIRE NAILS. \_ -"- -'- 'CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE ...1 GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2'.ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG ) MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE.GRADE I AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: -FOR WIND SPEEDS 120 MPH OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. -FOR WIND SPEEDS GREATER 120 MPH NAIL ALL MEMBERS WITH TWO ROWS OF 10d .131"X 3" NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1 - ALL BRACING METHODS SHOWN ON PAGE 1 ARE I� _ VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD _ VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL _ AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / /�„ _ BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORDTO RESISTALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICALISTUDS ONLY. i NOTE:THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED I STUDS.TRUSSES WITHOUT INLAYED j,,STUDS ARE NOT ADDRESSED HERE. i STANDARD GABLE TRUSS i A,nl r,2oe4 r IISSUE DATE TITLE SHEET# 2-2s o� MITEK STANDARD GABLE RT-10b RELIABLE TRUSS END DETAIL MIO GOIdP3N'cNiS.WC. TLL-0337454 0807016 22675R RF INSTALL MA 11-21-08 RT-10b22-26-07 ALTERNATIVE LATERAL BRACING OF WEB MEMBERS DIFFERENT TRUSSES ADJACENT TO EACH OTHER OR ISOLATED TRUSSES MAY PREVENT THE INSTALLATION OF CONTINUOUS LATERAL BRACING. IN LIEU OF BRACES BEING APPLIED PERPENDICULAR TO THE PLANE OF THE TRUSSES; INDIVIDUAL WEB MEMBERS MAY BE "T" OR "L" BRACED AS SHOWN HEREON. INSTALLATION DIRECTIONS APPLY T-BRACE/ I-BRACE PER SEPCIFICATIONS BELOW. BRACES SHALL COVER 90% OF WEB LENGTH OR EXTEND WITHIN 6" OF END, WHICHEVER IS GREATER Nailin Pattern T-Brace Size Nail Size Nail Spacing. (SPACE FA5fENEP As 1x4 or 6 10d 0.131"x 3.0" 6"O.C. 5HOWN IN IAN E 2x4, Q or 8 16d 0.131"x 3.5" 6"O.C. Note: Nail along entire length of T-Brace On Two Ply's Nail Both Plies T-Brace Size For One-Ply Truss Specified Cont. Rows of Lat'l Bracing MP Wmmp Web Size 1 2 2x3 or 2x4 1x4 1x4 I-Brace 2x6 1x6 1 2x61-Brace 2x8 2x8 I 2x81-Brace T-Brace Size For Two-Ply Truss Specified Cont. Rows of Lat'I Bracing Web Size1 2 2x3 or 2x4 2x4 2x4 I-Brace 24 2x6 I 2x61-Brace 2x8 2x8 I 2x81-Brace 1x—T-Brace/I-Brace must be IND 45#2 SRB or better EusS species grade as web member 2x—T-Brace/I-Brace must be same species grade(or Nails Section Detail better)as web member T-Brace Web Nails Web— I-Brace Nails IMPORTANT NOTE THIS ALTERNATIVE APPLIES ONLY TO THE BRACING SPECIFIED AS CONTINUOUS LATERAL SUPPORT OF INDIVIDUAL WEB MEMBERS TO RESIST BUCKLING IN COMPRESSION. FOR ADDITIONAL REQUIRED BRACING REQUIREMENTS, REFER TO TRUSS PLATE INSTITUTE'S&WTCA'S BCSI 2006 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES." ISSUE DATE TITLE SHEET# f� 4-2-07 RELIABLE TRUSS ALT "T" & 111" WEB BRACING RT-40 AND COMPONENTS,INC. RT-40 5-2-07 TLL-0337455 0807016 22675R RF INSTALL MA 11-21-08 JULY 17, 2007 TRUSSED VALLEY SET DETAIL ST-VALLEY2 (BEVELED BOTTOM CHORD) O �� MiTek Intlustrias,Chesterfield,MO Page 1 01 1 DF1� NOTE:VALLEY STUD SPACING NOT � GABLE END,COMMON TRUSS TO EXCEED 48"O.C.SPACING OR GIRDER TRUSS TOTAL TOP CHORD LOAD=65 PSF(MAX) D.O.L.INC=1.15 MiTek Industries, Inc. ASCE 7-98,ASCE 7-02,ASCE 7-05(MW FRS)110 MPH WIND LZ BASE TRUSSES VALLEY TRUSS TYPICAL TYPICAL(24'O.C.) (24-O.C.) U-11— VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS 5 (24"O.C.) OR GIRDER TRUSS This detail is applicable for trusses with chord and web sizes using s 2x3 and larger dimension lumber. P 12 e SEE DETAIL A,B,OR C BELOW(TYP.) y 13 12 11 10 BEVEL VALLEY BEVEL VALLEY TRUSS TRUSS BEVEL VALLEY TRUSS TOE-NAIL VALLEY TO TOE-NAIL VALLEY TO SECURE VALLEY TRUSS BASE TRUSS W/ BASE TRUSS W/ W/USP RT7 OR (2) 16d TOE NAILS (2)16d TOE NAILS EOUIVALENT DETAIL A DETAIL B DETAIL C (BASE TRUSSES SHEATHED) (NO SHEATHING) (NO SHEATHING) 1. INSTALL BASE TRUSSES. 2.DETAIL A,APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. DETAILS B&C,VALLEY TRUSSES MAY PROVIDE BRACING. BASE TRUSSES MUST BE DESIGNED FOR PURLIN SPACING EQUIVALENT TO VALLEY TRUSS SPACING(NOT TO EXCEED 24"O.C.). 3. INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE TO BASE TRUSSES AS PER DETAIL A,B,OR C ABOVE. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS, 5. ALL NAILS TO BE(0.131"X 3-1/2") NOTE: FOR VALLEY TRUSSES BUILT WITH 2x3 LUMBER,BASE TRUSSES ARE NOT TO EXCEED AN 8/12 PITCH AND VALLEY TRUSSES BUILT WITH 2x4 LUMBER OR LARGER,BASE TRUSSES ARE NOT TO EXCEED AN 12/12 PITCH �� . ISSUE DATE TITLE SHEET# 110mph VALLEY TRUSS RELIABLETRUSS 6-16-08 CONNECTION RT-50 tG CJ'da•�J_Fi3.IAC. TLL-0337456 080701622675R RF INSTALL MA 11-21-08 RT-50 6-16-08 Straps&Ties n rr ' The LGT,MGT,VGT and HGT areoder liedowns for moderate to high load —3' capacit applications.The LGT and AT are also suitable for retrofit applications. ,l I LG 7 connectors provide a low profile connection to the studs for easy Installationof LGTrconnectors le to also install roy de except onal bearing enhancement for heavyd on the inside or de of the wall, downloaddownload arr ° Pi 1 s ° ° 3,rz applications.NEW!The LGT series has been extended to include the new LGT4-SDS3 for 4-ply girders. pitchessu to 8:12.The VGT Is also available able wilth one flange concealed for chord The Variable Girder 7iedown VGT is a hi her capacity alternative to the LGT and MGT for girder trusses. It attaches with DS screws to the side of truss and P P pitches trusseswlth notall. g The HGT offers the highest uplift capacity for girders and can be installation VGT trusses and beams with top chord slopes from 3:12 to 8:12. MATERIAL:HGT,VGT-7 gauge,LGT2-14 gauge,MGT,LGT3,LGT4-12 gauge. , FINISH:HGT-Simpson gray paint LGT,MGT,VGT-Galvanized INSTALLATION:•When the HGT-3 is used with a 2-ply girder or beam, I .Fes, .. shimming Is required.Fasten to act as one unit. I 6W o 0 • Before installing fasteners,ensure LGT3-SDS2S makes complete contact with bottom of truss. • SDS screws included with LGT3,LGT4 and VGT Series. • VGT—Screw holes are configured to allow for double installation on a ° two-ply(minimum)truss. • VGT—The product can be installed in a single application or in pairs to achieve a higher uplift capacity. F1 • VGT—When installed on trusses with no overhangs,specify VGTR/L. Ia LGT3-SDS2.5 • VGT—Install washer conspchant(provided)so that top of washer is +- (LGGT 3-S3 S2.5 horizontal as well as ffiNl I with top of wall top plate. Isimilar) • LGT3-SDS2.5—The four large hexagon holes are intended for CMU and concrete applications. Typical LGT3-SDS2.5 • See pa a 146-147 for masonry applications. Installation OPTIONS:L6T3 and LGT4 are available with reduced widths of W=41!,,1"and __la._- ! W=6 hx"—order as LGT3N SDS2.5 and LGT4N-SDS3. CODES:See page 12 for Code Reference Key Chart. I y �__.... OC i. ____Fasteners OFISP SPF/HF ' I °• Model Qty No.of Dim. Nails of Allowable Allowable Code . '-. '� • y No. Plies Anchor Girder Df133 160) Upliftlift Loards (33 160)s Ref. s o Anchors Diameter ` EGIT2 1 't 1 1 — 14.16d Sinkers 16-16d5!nkers 2050 _ 1785 _125 t'r " (LGT3-SDS2.5 1 3 — 26-16d Sinker512-SDS'''Wx2'h' 3685 2655 146 "I I GT4 9D53 1 4 ly _ 30-16d Sinka's 12-SDS b=x3' 4060 2925 160 IMGT_ 1 1-'A 22.10d 3965 3300 125 1 2 plymn -� 1--% 16-SDS 7a'x3' 4940 3555 VGT 2 2 min. 2-ib 32-SDS'R'x3' 7185 5175 3 piymon. -- z-sA 32-05ss^xs' 8890 64W 149 Typical LGT2lnstallation �VGTR/L 1 2plyrdn. — 1-% 16-SDS 7,'x3' 2230 1605 2 2lymin 2-is 32-SDS'''Wx3• 5545 3990 _ 0� LGT2 ,HGT-2 1 2 5a 2-w 16.104 10980 6485 6 supplimeM -- -'a, _ o 'HGT-3 1 3 I Pk 2-sh 16.10tl 10530 9035 62, 4" 9 2-1h 16-10d 9250 e designed to resist lied s. owable oads increased 33%and 60% e or wind 'h^ o1219 members must h 3dstiUnfurther increase other herloagoernIn oa ?washersoT2eload7170 where ttl sinkers oponalriail holeson f each rescent washer sher4LGT3—F,load=795,F2 load-410. L N 5.LGT4—Fy load=2000,F2 lead=676.Uplift for DFSP girder and SPF studs is 38ab 's`„�, All washers and installation(total four,,washers)for wood o -n . y 6.MGT can be installed with straps vertical for full table load provided all specified 140 « _S I,c nails are installed to either a solid header or minimum double 24 web. crescent washers are required. _ 7.Refer to technical bulletin T-HTIEBEARING for LGT allowable bearing enhancement loads HGT-2 Crescent washers are supplied. (see page 7e7 for-0.1451 (HGT-3,HGT-4 similar) N A.NAILS:page Sinker=0.ails) a.x314'brrgg too=0.148"tlia.x 3'long. See page 16,17 for outer nail sizes and in(onnation. `•,, Installs 1 minimum of G1W • , ' mils into • �. the face -c d Typical MGT Typical VGTR Single Typical VGT Double Typical HGT-3 160 MGT Installation with HDU4 Installation with HDU2 Installation with HDU4's Installation with HTT22s TLL-0337457 0807016 22675R RF INSTALL MA 11-21-08 Job Truss Truss Type Dty Ply Shall Stenon Addition/Salam,MA 22675R 500 GABLE 1 1 Job Reference I Tait Industries. In Reliable Truss 8 Components,Inc..New Bedford.MA.02]45,Mack Pasquill ].050 a May 22 2008 MitlusVies,Inc. Mon Nov 17 11'.16'14 2008 Page 1 14640 I 30.0.0 46-0 156-0 5x6= Scale=1:56.6 10 7.00 FIT y 11 da60 5 13 1x60 67 14 5 is 54 M4 6 17 1 1 a Q �a ]zfi II A 01 JO H 30 37 36 35 34 33 13 Rt 30 19 U4 i 4.6= 30-0.0 30-0-0 Plate Offsets(X Y) 1:0-2-120-0-0 7:0-2-3 Ede 13:0-2-3 Edge] LOADING(Pat) $PACING 2-0-0 CSI DEFL in goc) Ildefl Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.19 Ved(LL) Na - Na 999 MT20 197044 (Roof Snow=40.0) Lumber lncreaso 1.15 BC 0.13 Ved(TL) Iva - rva 999 TCDL 10.0 Rep Stress trier YES WB 0.43 HobeTL) -0.01 19 Na W.BCLL 0.0 Cotle BOCAIANS 195 (Matrix) Weight'.16911, BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 1000 cc purlins. IP) BOTCHORD 2X6SPF 1650F1.5E BOTCHORD Rigid ceiling directly applied or 6-0-0 DC bracing. OTHERS 2 X 3 SPF No.2 WEBS 1 Row at midpt 1426 SLIDER Left 2 X 4 SPF No 21 A-5 REACTIONS (Ib/size) 1=-00129-M.26=397129-0-0,27=284/29-0-0,28=231129-00,29=23]29-0-0,30=24629-0-0,31=2062900,32=37729-0-0, 24=28329-0-0,23=23329-0-0,22=23029-0-0,21=28629-0,20=14129-0-0,19=616129-0-0 Max Hoa 1=350(LC 6) Max Uphill=-188(LC 5),27=-05(LC 7),28=-101(LC 7),29=-90(LC 7),30=-93(LC 7),31=55(LC 7),32=-1 WILE 7),24=-22(LC 8),23=-105(LC 8),22=-93(LC 8),21=52(LC 8),20=-114(LC 6),19=-l00(LC 8) Max Gray 1=201(ILC 6),26=397(LC 1),27=294(LC 2),28=282(LC 2),291 2) 30=284(LC 2),31=254(LC 2),32=380(LC 2),24=331(LE 3),23=276(LC 3),22=268(LC 3),21=330(LC 3),20=43(LC 6),19=702(LC 3) FORCES (lb)-Maximum Compression/Mannnum Tension TOP CHORD 1-2=-302/312,2-3=-295/323,3-0=-215282,45=-176283,55=-129/279,6-7=-831269,743=-82281,8-9=341326,410=41332, 10-11=01318,11-12=0/ZGG 12-13=0/329,13-14=01208,1415=01328,15-16=01334,16-17=-151278,17-18=-1101389 BOTCHORD 1-32=-2311143,31-32=232/143,30-31=-232/143,29143,28-29143,2]-28=-232/143,26-27=-2321143,25-26=-2321143, 24-25=-232/143,23-24=-232/143,22-23=-232/143,21-22=-231/143,20-21=-230/143,19-20=-230/142,18-19=-2271141 WEBS 10.26=-35710,9-27=-254169,8-28=-2421125,6-29=-239/715,580=-240/114,4-31=-2281100,3-32=-297/188,11-24=-292146, 12-23=-2341130,14-22=-2381116,15-21=-2531112,16-20=-130/115,17-19=4641148 NOTES 1)Wind'.ASCE 7-98',100mph',TCDL=60psf,BCDL=60psf,h=25ff,Cat ll;Exp C;enclosed MWFRS(low-nee)gable end zone and C-C Comar(3)1-0-0to 4-0-0,Exterior(2)4-0-0 to 126-00 Comer(3)128-0 to 158-0,Expuier(2)188-010 28-0-0 zone cantilever left and right exposed;end wenical left and right exposed,C-C for members and forces B MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(nominal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated 5)Gable studs spread at 2-0-0 cc. 6)One H2 5A Simpson Strong-Te connectors recommended to conned truss to bearing walls due to uplift at lt(s)1,27,25,29,30,31,32,24,23,22,21, 20,and 19 �H OF Mqs 7)Non Standard bearing condition. Review required. V. s,9Cy LOAD CASE(S) O TIMOTHY L. G 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 .S P Uniform Leads(of) ,c LaCHAFELLE Van:1-18=-20,1-10=100,10-18=100 0 �5 2)UnhaL Snnw-Left:Lumber Increase=1.15,Plot.lncmmse=1.15 U CIVIL Uniform Loads(ef) 0. 30 Vert:1-1B=-20,1-10=-120,10-18=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 ID Uniform Leads(plf) Ven'.1-18=-20,1-10=-20,10-18=-120 A� LEN Continued on Page2 21/08 Warning! - Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. T.-LI - -Ub RT-901 313 07 Job]5R 500 GABLE 1 1 Truss Truss Type Qty Ply 226Shell Station AtltlltionlSalem,MA Job Referencei tional Reliable Truss 8 Components,Inc.,New Bedford,MA,02]05,Mai Pasquill 7.050 a May 22 2008 Mil Intlusttles,Inc. Mon Nov 17 11.16-.142006 Page 2 LOAD CASE(S) 4)C-C Wing.Lumber Increase=1.60,Plate Increase=1.60 PIL metal=1.33 Uniform Loads(olp Van 1-18=12,1-10=37,10-18=37 Horz'.1-10=49.10-18=49 5)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Pit.metal=1.33 Uniform Loads lisp Vert:1-18=12,1-10=-16,10-18=22 Hoe 1-10=4,10-18=34 6)MWFRS Wind Right:Lumber Increase=l 60,Plate Increase=l 60 Pit.metal=l 33 Uniform Loads(plp Vert'.1-18=-12,1-10=22,10-18=-16 Hoa'.1-10=34,10-18=4 7)MW FRS 1st Wind Parallel.Lumber Increase=1.60,Plate Increase=1.60 PIL metal=1.33 Uniform Loads(pin Med'.1-18=-12,1-10=39,10-18=17 Hcrz'.1-10=-51,10-18=29 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 PIt.metal=1.33 Uniform Loads loll) Vert 1-18=-12,1-10=17,10-18=39 Horc 1-10=-29,10-18=51 11/21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL - - Pratt 3.13 0 Job Truss Truss Type Oty Ply Shell Station Addition/Salem,MA 22675R SOt FINK 14 1 Job Reference(optional) Reliable Tmss 8 Components,Inc.,New Bedford.MA,02745,Mark Pasquill 7.050 a May 22 2008 MIas Industries,Inc. Mon Nov 17 11.16:14 2008 Page 1 7.2-0 1 14-6-0 1 21-10.0 1 30.0-0 7-2-0 7-0-0 7.4-0 8.2-0 sxa- Scale 1:65.2 5 ]➢0 iR 13 14 4x6 i 4x6: 2x4 f, 4 6 2.4 11 2.4 Ast 7 i uz 1s J]J1 8 a 4x4 O {x4 G 4x9 C 6x0 II 11 10 6 3z10 II 4x4= a.$— 4.4= 9-75 1 19410 29-0.0 PO4- 9-7-6 9-95 945 1-0-0 Plata Offsets(X Y) 1:0-0-00-08 8:0-0-20-0-9 8:04A 0-2-8 LOADING post) SPACING 2-M CSI DEFL in (lac) I/dad Ltd PLATES GRIP TOLL 40.0 Plates Increase 1.15 TO 0.65 vita ) -0.11 8-9 >999 240 MT20 197/144 (Roof Snaw=40.0) Lumber Increase 1.15 BC 0.50 Vei -0.20 8-9 >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.67 H.si 0.06 8 ni A. BCDL 0.0 BCDL 10.0 Cade BOCNANS195 (Matrix) Weight 1461b LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 15E TOP CHORD Sheathed or 4-11-14 oc pudins. [P] BOT CHORD 2 X 6 SPF 165OF 1.5E BOTCHORO Rigid ceiling directly applied or 10-0-0 cc Lending, WEBS 2 X 3 SPF No.2 WEDGE Right:2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF Nri 4-0-10 REACTIONS (I w ize) 1=17731Mechanical,8=177310-3-8 Max Horz1=-350(LC 5) Max Upliftl=-289(LC 7),8=-295(LC 8) FORCES (Ib1-Maximum CompressioniNhadmum Tension TOP CHORD 1-12=-26201429,2-12=-2459/432,2-3=-23141459,34=-2291/471,4-13=-21201489,5-13=-20671512,5-14=-2074/530,6-14=-22271508, 6-7=-2412/489,7-15=-2608/473,&15=-27851444 BOTCHORD 1-11=-023/2069,10-11=-142/1497,9-10=-142/1497,8-9=-2 7 712 21 8 WEBS 3-11=591/359,5-11=-2311907,5-9=-263/1091,7-9=8101386 NOTES 1)Wind:ASCE 7-98;100mph;TCDL=6 Opt BCDL=6.Boat,h=25ft;Cat.II',Exp C;enclosed,MWFRS(Iow.ise)gable end zone and C-C Exteriorf2)1-0-0 to 4-0-0,Interior(1)4-M to 126-0,EMerior(2)125-0 to 158-0,Intenogl)188-0to 278-10 zone',cantilever left and right deposed:end verical left and right exposed C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 Plata metal DOL=1.33 2)Unbalanced snow loads have been considered for this design. 3)Refer to girdegsj for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 289 to uplift at joint 1. 5)One H2.5A Sim pscn Shong-Tie connectors recommended to connect truss to bearing walls due to uplift at jl(s)8. LOAD CASE($) 1)Snow:Lumber Inorease=1.15,Plate Increase=1.15 Uniform Loads(of) Ver:18=-20,15=100,58=-100 2) m a-Leftt Lumber Increase=1.15,Plate Increase=1.15 S F{OF M4 UniforL Ss� Vert:10=-20,1-5=-120,58=-20 3)Unbal.Snow-Right:Lumber lncreese=1.15,Plate lncrease=1.15 O TIMOTHY L. G Uniform Loads(pit) tP Ven:18=-20,1-5=-20,56=-120 LaCHAFELLE 4)C-C Wind:Lumber Increase=1.60,Plate Increase=i60 PIT,melal=t33 O CIVIL Uniform Loads(plf) U N Van:18=-12,1-12=37,12-13=28,5-13=37,5-14=37,14-15=28,8-15=37 0.30 Hold:1-12=49,12-13=40,5-13=49,5-14=49,14-15=4D,8-15=49 5)MWFRS Wind Left:Lumber Increase=l 60,Plate Increaso=1.60 PIT metal=l 33 aF LEN Continued on page2 21/08 Warning! — Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL _ _ -U13 FIT 9013-13-07 Job Truss Truss Type Oty Ply Shell Station AdditionlSalem,MA 22675R 501 FINK 14 1 Job fteterencedoral Reliable Truss 8 Components,Inc.,New Bedford,MA 02745,Mark Pasquill ].050 a May 22 2008 MiTek IntlusVies,Inc. Mon Nov D 11'.16:14 2006 Page 2 LOAD CASE(S) Uniform Loads(pit) Vert:1E=12,15=-06,5E=22 Hoa'.15=4,5E=34 6)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=/60 PIt.mete1=1.33 Uniform Loads(pit) Verl:10=-12,1-5=22,5-6=-16 NOR:1-5=-3q 5b=4 7)MWFRS 1st Wind Parallel'.Lumber Increase=1,60,Plate Increase=1.60 PIt.metal=1.33 Uniform Loads(pit) Vert:Ib=-12,15=39,S =17 Hoa:1-5=-51,5-6=29 6)MWFRS 2nd Wind Parallel'.Lumber Increase=1.60,Plate Increase=l 60 PIt.metal=1.33 Uniform Loads(pin Vert 1E=-12,15=17,5-e=39 Hors.1-5=-29,5-6=51 11/21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 L -� RELIABLE TRUSS AND COMPONENTS,INC. TL - Rrso1 s.ubr Job Truss Tmss Type Oty Ply Shall Station Addition/Salem.MA 22675R 503 GABLE 1 1 Job Reference optional) Reliable Tmss 8 Components.Inc.,New Bedford MA,02745,Mark Ra- 7.050 a May 22 2008 MiTek Industries.Inc. Mon Nov 1711:16.15208 Page 1 1441-12 2988 14-8.12 14-8-12 6x6= scale 1:64A 9 ).W Flu 6 10 b ) 11 0x6 J 6 6 12 1] 14 5 2 2 16 1 9 LIJ x4. 40 31 20 29 29 27 26 25 N 23 22 21 20 19 19 40= lu" 2988 1-0-0 2888 Plate Offsets %V 5:0-2-3Etl a 12.0-23 Ed e LOADING(pso SPACING2-0-0 CSI DEFL in flog Ildefl IJd PLATES GRIP TCLL 40.0 plates Increase 1.15 TO 0.15 VedjLL) Na - Na 999 MRO 197/144 (Roof Snow=400) Lumber Increase 1.15 BC 0.12 VemLL) No - Na 999 BCDL 100 Rep Stress lncr VES WB 034 Horz(TL) 0.00 18 BCDL Na Na BC0.10.0 0 Coda BOCA/AN5195 (Matrix) Weight:160 to LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1,5E TOP CHORD Sheathed or 10-0-0oc burins. IP) BOTCHORD 2 X 6 SPF 165OF 1.5E BOTCHORD Rigid ceiling directly applied or 6-0-0 do bracing. OTHERS 2X 3 SPF No.2 WEBS 1Row at midpt 9-25 REACTIONS (Iblsioe) 25=36727-58,26=275127-5-8,27=234275-8,28=2341275-,29=26627-S 30=11627-58,31=460127-58,23=275127-58,22=234127-58,21=234/27-58,20=266127-58, 19=116J275-8,18=460127-5-8 Max Here 31=-333(LC 5) Max Uplift26=-37(LC 7).27=-102(LC 7),28=-96(LC 7),29=-65LC 7),30=-212(LC 6),31=-123f-C B),23=34(LC 8j,22=.103(LC 8),21=-95(LC 8),20=-70(LC 8),19=-184(LC 5),18=-101(LC 7) Max Grav25=367TC 1),26=306(LC 2),27=281(LC 2),28=269(LC 2),29=326(LC 2),30=184(LC 5),31=636(LC 2),23=306(LC 3),22=281(LC 3),21=269(LC 3),20=326TC 3),19=155(LC 6),18=636(LC 3) FORCES (Ib)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=-1]5255,2-3=-1651211,3-0=-861229,45=451226,58=01211,6-7=0/228,78=01277,8-9=0/311,9-10=0/311,10-11=0277, 11-12=0/228,12-13=0/1% 13-14=-171226.14-15=80229,15-16=133202,16-17=-151255 BOTCHORD 131=-16&188,3031=-151/169,29-30=-1521169,28-29=159169,27-28=-1531169,26-27=-1531170,25-26=-153/170,24-25=-153/170, 23-24=-15&170,22-23=-1531169,21-22=-153/169,20-21=-152/169,19-20=-1521169 18-19=-151/168,17-18=-149/167 WEBS 9-25=-326/0,8-26=-267161,7-27=-2391127,5-28=-2391115,4-29=-2521108,330=-1481152,231=408/116,10-23=-267/58, 11-22=-2391128,13-21=-239/115,14-20=-252/108,15-19=-14&145,16-18=-0081116 NOTES 1)Wind:ASCE 7-98,I0 ph;TCDL=6.Opsfl BCDL=6 Opsf h=25f[Cat.II;ENe C;enclosed;MWFRS IIcw+ise)gable end mine and C-C Comer(3)0-0-0to 28-10 Extenor(2)28-10 to 118-12,Conni 117-.12 to 1"7-2,Extedor(2)178-12 to 2658 zone;cantilever left and right exposed',end wmical left and right expo ssuC-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOI 60 Plate metal DOL=1.33 2) Tues designed for wind loads in the plane&the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated 5)Gable studs spaced at 2-0-0 ac. 6)One H2.5A Sim pscn Strong-Te connectors recommended to connect truss to bearing walls due to uplift at jt(s)26,27,28,29,30,31,23,22,21,20,19, antl 18 7)Non Standard bearing condition. Review required. �P4ZH OF MASS LOAD CASES) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15ti O TIMOTHY L. G Uniform Loads FT) N Vert:v no,9-n=-1 Do LaC E 2)UnbarSnoLumber orease= Plate Increae 0 CIVILUniform Loadsmf) U or) Vent 1-17=- I20 9-17=-20 O.30 3)UnOt:Lumber Increase= .15Plate Increae ,15 Uniform Loadsp = O Vee'. 1720 1-9=-20 9-17=-120 LLumberAF ) 4)CWind: Increase=l 60,Plate Increase-1.60 Plt.metal=1.33 EN L p Continued on page2 21/OV Warning! - Verify design parameters and READ NOTES ON THIS AND , INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 �-- -.-..----- -- ---� RELIABLE TRUSS AND COMPONENTS,INC. TI.L- RT 901313-0) Job Truss Tmss Type City Ply Shell Station Addition/Salem,MA 22675R 503 GABLE 1 1 Job Referency222008 i elk al In Reliable Truss 8 Components,Inc.,New Betltord,MA,02145,Mark Pasquill �050 a May 222000 MITek Industries,Inc. Mon Nov 17 11:16'.152008 Pa9a 2 LOAD CASES) Uniform Loads(plf) Vert.1-17=-12,1.9=37,9-17=37 Her,'.1-9=49,9-17=49 5)MWFRS Wind Left.Lumber Increase=1.60,Plate Increase=1.60 Pit.metal=1.33 Uniform Loads(plf) Vert 1-17=-12,1-9=-16,9-17=22 Herz:1-9=4,9-17=34 6)MWFRS Wind Right Lumber Increase=1.60,Plate lncrease=1.60 PIt.metal=1.33 Uniform Loads(plo Ved'.1-17--12,1-9=22,9-17=-16 Hom 1-9::19-17=4 ])MWFRS 1st Wind Parallel:Lumber lncrease=l.6Q Plate Increase=1.60 Pit.metal=1.33 Uniform Loads(plf) Ven'.1-17=-12,1-9=39,9-17=17 Hoa'.1-9=-51,9-17=29 8)MWFRS 2nd Wind Paralel:Lumber Increrri.60,Plate Inaea56=1.60 Pit.metal=1.33 Uniform Leads(pit) Ven'.1-17=12,1-9=17,9-17=39 - Ho¢ 1-9=-29,9-17=51 11/21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND %5 INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL - - - RT90t Yt J.O] Job Truss Truss Type Qty Ply Shell Station AddinchiSalem,MA 22675R 504 FINK B 1 Joh Referencelk In Reliable Truss&Components,Inc.,New BetlfoN,MA.02745,Mark Pasquill 7.050 a May 222008 MiTak Industries Inc. Mon Nov t]11:10'.152008 Page 1 7-98 14-8- 2 218-2 1 29-58 7.86 6-118 6-11-6 7.9-6 Scab=1:W,1 5x6 4 n12 lx6 i 4x6 ox4 0 aL4// 2 6 11 14 1 ] gx 1 Ixio ax 10 9 9 sxta n 4x1a n as= 4xe= 4.4= 110-0 104-3 19-0 5 2858 f -51 1-010 9.1-3 93-2 9-13 1-0-0 Plate Offsets X 1 -11 11'.0-0-01-0-9 7'.0-0.110-1-7 204-00.23 LOADING lost) SPACING 2-0-0 CSI DEFL In (too) pooh L/d PLATES GRIP TCLL 401 0).0 Plates Increase 1.15 TC 0.63 bell -0.10 1-10 >999 240 MT20 1971144 (Roof Snow=4Increase 1.15 SC 0.49 Ver(TL) -0.18 1-10 >999 180 BCDL 10.0 Lumber Rep Stress lncr VES WB 0.57 Horl 0.05 7 Me rile BCDL 0.0 BCDL 10.0 Cotle BOCAIAN5195 (Matrix) Weight 138 to LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed or 5-1-8 cc purlins. [PI BOTCHORD 2 X 6 SPF 1650E 1.SE BOTCHORD Rigid ceiling directly applied or l ITT0 oc bracing. WEBS 2X 3 SPF No.2 WEDGE Left:2 X 4 SPF No.2,Right 2 X 4 SPF No REACTIONS (lblsize) 1=1714/03-8,7=171410-310 Max Hord 1=333(LC 5) Max UplITI=-284(LC 7),7=-284(LC 8) FORCES (lb)-Maximum CompressionlMaximum Tension TOP CHORD 1-11=-26941433,2-11=25271460,2-3=-2340/476,3-12=-21601494,4-12=-20201515,4-13=-20201515,5-13--21601494,55=-2340/476, 6-14=-2527/4 ,7-14=-26941433 BOTCHORD 1-10=-03412147,9-10=14111468,8-9=-141/1468,7-8=-272/2147 WEBS 2-10=-7681366,4-10=-249/1026,4-8=-25017026,6-8=-768/357 NOTES 1)Wind'.ASCE 7-98;100mph',TCDL=6.Cast:BCDL=6.Opsf,h=25ft;Cat.11;Ey C,enclosed;MWFRS(low-rise)gable end rune and C C Extending)0-5-6 to 3-56,Ind6or(1)3S6 to 118-12,Extenor(2)118-12 to 1410-12,Intenw(1)178-12 to 26-02 zone',cantilever left and night exposed',end vertical left and right evosed:C-C for members and forces 8 MWFRS for reactions shown',Lumber 001-=1 60 plate grip D0L=1.60 Plate metal DOL=1.33 2)Unbalanced snow loads have been considered for this design. 3)One H2 5A Simpson Strang-Te connectors recommended to connect Muss to bearing walls due to uplift at jt(s)1 and 7. LOAD CASE(S) 1)Snow:Lumber Inaease=1.15,Plate Increase=1,15 Uniform Loads(tiff) Vet 1-7=-20,1-0=-1 W,4-7=-100 2)Unbal.Snow-Left:Lumber Inorease=1.15,Plate Increase=1.15 Uniform Loads(pIQ Vert:1-7=-20,1-0=-120,4-7=-20 3) borm Loap-Righln Lumber Increse=1 a .15,Plate Increase=1.15 ddtiP�'(�OF A% Un Ver:1-7=-20,14=-20;4-7=-120 4)C-C Wind.Lumber Increase=1.60,Plate Increari 1.60 Plt.metal=1,33 O TIMOTHY L. G Uniform Loads(pit) S N Ver'.1-7=-12,1-11=37,11-12=28,4-12=37,4-13=37,13-14=28.7-14=37 g LaCHAPELLE Hor,.1-n1=-09,11-12=40,4-12=49,4-13=49,13-14=40,7-14=49 O CIVIL —1 5)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Pit.meta1=1.33 U y Uniform Loads(pit) 0.30 Vert.1-7=-12,14=-16,4-7=22 Hoa'.14=4,4-0=34 O 6)MWFRS Wind Right.Lumber Immase=l.6Q Plate Increase=1.60 PIt.metal=1.33 F L Ea Continued an page2 21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND r' INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 2SZS.[D - -I RELIABLE TRUSS AND COMPONENTS,INC. TL - -106 RT 901].I}0] Job Truss Tmss Typa Co, Ply Shell Station Additionl5alem,MA 22675R 504 FINK 8 1 Job Referencetional Reliable Tmss 8 Components,Inc..New BetltoM,MA,02745,Mark Pasquill ].050 a May 22 2008 MITak Industries,Inc. Mon Nov 17 11:18:15 2000 Page 2 LOAD CASE(S) Uniform Loads(plo Vert.1-7=-12,14=22,4-7=-16 Hoa'.14=-34,4-7=4 7)MWFRS 1st Wind Parallel:Lumber Increase=l.6Q Plate Increase=1.60 Pit.metal=1.33 Uniform Loads(plo Vert'.1-7=-12,14=39,4-7=17 Hor,'.14=-51,4-7=29 6)MWFRS 2nd Wind Pamllel'.Lumber Incirear .6Q Plate Increase=1.60 PIt.melal=l 33 Uniform Loads(plo Vert.1-77-12,14=17 4-7=39 Hoa'.14=-29,4-7=51 11/21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 - - RELIABLE TRUSS AND COMPONENTS,INC. TL _UJJi(4(jb JI3(J/IJj(jZZtj1bKK� NbIALLMA11-ZI-106 RT9013.13,07 Job Truss Truss Type Oty Ply Shell Elation Atldilionl3alem,MA 22675R ]00 GABLE 1 1 Job Reference tional Reliable Truss 8 Components,Inc..New Bedford,MA,02145,Mark Pasquill 7 05 a May 22 2006 MiTek Industries,Inc. Mon Nov 17 11'.16:182008 Page 1 11-6-0 23-0-0 11.6-0 116.0 M6= 6 2x6 B r.ao 12 las II a s T 2.4 II 1T 9T yC II 2 6 T T 1 IN rd 930 o, M6 II 2«II 6.6= .4 II 2x4 II 23-0-0 23-0-0 Plate Offsets %Y: 10:03-00-3-0 LCAUNG(Pat) SPACING 2-0-0 CSI OEFL in (roc) used Ud PLATES GRIP TCLL 40.0 Plates Increase 1.15 TO 0.29 Ven LL Na - Na 999 MT20 1971144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.08 Ved(TL) Na Na 999 TOOL 100 Rep Elress lncr YES WB 0.32 Hoa(TL) 0.00 7 No No BCLL 0.0 Code BOCAIANSI95 BCOL 10.0 (Matrix) Weight.691b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed orb-0-0 oc purlins. (P] BOTCHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 3 SPF No.2 REACTIONS (Iasize) 1=16323-M 7=163123-0-0,10=403123-M,11=486/23-0-0,12=460/23-0-0,9=486123-M 8=460123-M Max Hoa 1=-248(LC 5) Max UPI Air=43(LC 5),11=-188(LC 7),12=-173(LC 7),9=-187(LC 8),8=-172(LC 8) Max Grav 1=174(LC 2),7=174(LC 3),10=403(LC 1),11=593(LC 2),12=530(LC 2),9=593(LC 3),8=530(LC 3) FORCES (Ib)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=-21&155,2,3-171/147 34=-184/1 W,45=-184/191,5-6=-171176,6-7=-132163 BOTCHORD 1-12=-481132,11-12=-08/132,1(-11=-4B/132,9-10=-48/132,B-9=48/132,7.8=-08/132 WEBS 4-10=-32N9,3-11--5151239,2-12=438/209,5-9=-515238,66=4381208 NOTES 1)Wind.ASCE 7-98;100mph;TCDL=60psr,BCDL=6.Opsf,h=25ft;Cat.If,Exp CI enclosed',MWFRS(low-rise)gable end zone and C-C Coral 0-7-0 to 3-6-0,Extedor(2)3-6-0 to 86-U Comer(3)8-6-0 to 116-0,Exterior(2)1,6-C to 19-5-0zone',cantilever left and right exposed;end vertical left and right exposed;C-C for members and farces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),sae MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)One H2 5A Simpson Strong-Te connectors recommended to connect truss to bearing walls due to uplift at p(s)1,11,12,9,and 8. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Ven.1-7=-20,14=-100,4-0=-100 2)Umbel.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Ven'.1-7=-20,14=-120,4a=-20 SN OF M 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Ass9 Uniform Loads(pit) D Van l 1-7=-20,1x=20,4-7=-120 O� TIMOTHY L. yG 4)C-C Wind'.Lumber Increase=1.60,Plata Increase=1.60 Pit.metal=1.33 ,�S N Uniform Loads(plf) z LaCHAPELLE Ven:1-7=-12,14=37,4a=37 O CIVIL Moa:14=49,4-7=49 O rn 5)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=l 60 Plt.metal=1.33 c.30 Uniform Loads(pit) Ven:1-7=-12,14=-16,4-7=22 13 Hoa'.14=4,4-7=34 R� 6)MWFRS Wind Right Lumber Increase=l.6Q Plate Increase=1.60 Pit.metal=l 33 EN L Continued on page2 21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND 1 INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 ( 1 RELIABLE TRUSS AND COMPONENTS,INC. TL - RTA01 141401 Job Truss Tmss Type 22675R 700 GABLE Oty Ply Shell Station Additionl8alem,MA 1 1 Job Reference(optional) Reliable Truss&Components,Inc.,New BedfoN,MA,02]45,Mark Pasquill 7.050 a May 222008 Mli Industries,Inc. Mon Nov 1711:16'.162008 Page 2 LDADCASE(5) Uniform Loads(pit) Vert:1-7=-12,14=22,47=-i6 Horz:14=-34,4-7=4 7)MWFRS tat Wind Parallel'.Lumber Increase=1.6O,Plate Increase=1.60 Pit.metal=1.33 Uniform Loads(plo Van:1-7=12,14=39,4-7=17 Horz:1-0=-51,4-7=29 8)MWFRS 2nd Wind Parallel:Lumber Increase=l 60,Plate Increase=1,60 Pit.metal=1.33 Uniform Loads(plf) Vert 1-7=-12,1-0=17,4-7=39 Ho¢14=-29,4-7=51 11/21/08 Warning! Verify and D NOTES ORTHIS AND INCLUDEDRELIABLE TRUSSREFERENCE (RELIABLE TRUSS ANO COMPONENTS,INC. TL - - - RT�em 3.13-07 Job Truss Truss Type Oty Ply SM1ell Station Addition/Salem,MA 22675R 701 GABLE 1 t Job Reference(optional) Reliable Truss 8 Components,Inc.,New Batltok,MA,02]45,Mark Pasquill ]050 a May 222008 MiTek IntlusVies,Inc. Mon Nov 17 11:16'.182008 Page 1 9-6-0 19-0-0 9-6-0 96-0 &.W=133.6 4x6= a ].W 11 2x4 11 2xt II ] T t 4 T 1 IT 5 1 3aa% 2x4 11 5x6= M4 It 3xa 19-0-0 19-0-0 Plate Offsets KY) f7,0i LOADING Cost) SPACING2-0-0 CSI DEFL In (loc) I/dell turd GRIP TCLL 40.0 plates Increase 1.15 TC 0.47 Vert(LL) Na - Na 999 MI 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.28 Vert(TL) Na Na 999 TCDL10.0 Rep Stress lncr YES WB D.19 H0a(TL) 0.00 5 Na No BCLL 0.0 Cotle BOCA/AN5195 (Matrix) Weight 54 In BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0oc purlins. IP) BOTCHORD 2X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 Pic bracing . OTHERS 2X 3 SPF No.2 REACTIONS (Ib/size) 1=268/19-0-0,5=268119-0-0,7=324119-0-0,8=639/19-0-0,6=639/19-0-0 Max Hoa 1=-202(LC 5) Max Uplift!=J6(LC 8),5=-26(LC 8),8=-244(LC 7),6=-243(LC 8) Max Grav 1=2W(LC 2),5=297(LC 3),7=324(LC 1),6=760(LC 2),6=760(LC 3) FORCES (Id-Maximum CompressicnWarmum Tension TOP CHORD I-2=-17S/133,2-3=-18E/l60,34=-188/153,45=-1781121 BOTCHORD 1-8=-00/107,76=40/107,6-7--40/107,5-16=40`107 WEBS 3-7=-28T12,2-8=-612J279 46=612278 NOTES 1)Wing.ASCE 7-98;1001 TCDL=6.0psf,BCDL=6.0psf;IbI Cat.II',EV C',enclosed,MWFRS(lowtise)gable end zone and C-C Conni 0-7-0to 3-7-0.ENarior(2)3-7-0to 66-0,Cemeh3)66-0 la 95-0,Extenor(2)126-0to 15-5-0zone,cantilever left and right exposed;end vertical left antl right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip OOL=1.60 Plate metal DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(nomlal to the face),see MiTek'Standarb Gable End Detail' 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)One H2.5A Simpson Strong-Te connectore recommended to connect truss to bearing walls due to uplift at jds)1,5,8,and 6. LOAD CASE(S) 1)Snow'.Lumber Increase=!.15,Plate Increase=1.15 Uniform Loads(pit) Van:1-5=-20,13=-100 35=-1 W 2)UnbaLSnow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Van 1 5=-20,13=-120,3-5=-2D JZH OF A448 3) Lumber Increase=1.15,Plate Increase=!.15 tiP 45,9 Uniform Loads(pIQ S� C Van 15=-20,1-3=-20,3-e=120 O� TIMOTHY L. yG 4)C-C Wind'.Lumber Increase=1.60,Plate Increase=1.60 Pit.me1aI=1.33 ti4 ) Uniform Loads pIQ g LBCHAPELLE Vert'.1-5=-12.1-3=37.35=37 CIVIL Hoa'.1-3=-09,3-5=49 V N 5)MWFRS Wind Left'.Lumber Increase=l.6Q Plate Increase=1.60 Pit.metal=t 33 o. 30 Uniform Loads(pIQ Vert'.1-5=-12,1-3=-16,3-5=22 Hoa:1-3=4,3-5=34 6)MWFRS Wind Right Lumber lmoc se=1.60,Plate Increase=1.60 Plt.int 33 Continued on page2 21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT RELIABLE TRUSS AND COMPONENTS,INC. TL - - - RT-9513-13-07 Job Truss Truss Type pty Ply SM1ell Station Atltlition/Salem,MA 22675R 701 GABLE 1 1 Job Reference Ltional Reliable Truss 8 Components,Inc,New Seaford,MA,02745,Mark Pasquill 705 a May 222006 MiTek Industries,Inc. Mon Nov 1711'.16'1621818 Page 2 LOAD CASE(S) Uniform Loads(plo Van 15=-12,1J=22,35=16 H. 1-3=34,3-5=4 7)MWFRS 1st Wind ParallelLumber Increase=l.6q Plate Increase=1.60 Pit,metal=1.33 Uniform Loads(pit) Vert 15=-12,"=39,e-6=17 Hoe 1-3=-51,3-5=29 8)MWFRS 2nd Wind Paallel'.Lumber Increase=l.6Q Plate Increase=1.60 Pit.metal=1.33 Uniform Loads(pll) Vert'.15=-12,13=17,3-5=39 Horn.1-3=-29,3-5=51 11/21/08 Warning! — Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS ANO COMPONENTS,INC. TL - - - RL.eel 113-07 Job Truss Tmss Type Gly Ply Shell Station Atltlitionl8alem,MA 22675R 702 GABLE 1 1 Job Reference(optional) Reliable Tess&Components,Inc.,New Bedford,MA,02745,Mark Pasquill 7.050 a May 22 2006 MiTek Industries,Inc. Man Nov 1711:16 16 200a Page 1 7.6-0 I 154:140 7-6-0 7-6-0 Scale=1:36.] 4.6= 00 11 20 II T IT 20 u : 4 T 6 ell 1 Us 1 LN II 5.6= 30 II 3x4 15-0-0 15-0-0 Plate Offsets xY. T.0-3-00-3-0 LOADING lost) SPACING 243-0 CSI DEFL in (loo) I/defl Ltd PLATES GRIP TCLL 400 Plates Increase 1.15 TO 0.36 Verl Na - No 999 MT20 197/144 (Hoof Snow=400) Lumber Increase 1.15 8C 0.08 Val We Na 999 TCDL 100 Rep Stress lncr YES WB 0.14 Hari 0.00 5 Na Na BCLL 00 ecOL too Corte BOCA/AN555 (Matrix) Weight 41 It, LUMBER BRACING TOP CHORD 2 X 4 SPF No 2 TOP CHORD Sheathed or 6-0-0 oc puffins. IF) BOTCHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10uM ad bracing. OTHERS 2 X 3 SPF No.2 REACTIONS (Ib/size) 1=166/15-0-0,5=166/15-0U,7=412/150-0,8=458/15-M,6=458/15-M Max Horz 1=-157(LC 5) Max Upliftl=-29(LC 8),5=-12(LC 7),8=-181(LC 7),6=-180(LC 8) Max Grav 1=1 SOLO 2),5=168(LC 3),7=412(LC 1),8=564(LC 2),6=564(LC 3) FORCES (Ib)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=-137/107,23=483/126,34=-183/119,45=-137/57 BOT CHORD 18=-33(74,78=-33774,6-7=-33!14,58=-3304 WEBS 3-7=-335150,28=475/217,48=-075/216 NOTES 1)Wing.ASCE 7-98,100ri TCDL=6.Opsl;BCDL=6.0pi h=25ft;Cat.ll;Exp C;enclosed;MWFRS(low-dse)gable end zone and C-C Comeri 0-7,0to 38-0,Exterior(2)38-0 l0 48-0,Comeg3)484)to 78-0.Exteri0r(20108-0 to 11-5-0 zone;cantilever left and right exposed;end vertical left and right exposeQO-0 for members and farces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Plate metal 001.33 2)Truss designed for wind loads in the plane of the truss only. For stuffs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4U-0 oc. 6)One H2.5A Simpson Strong-Te connectors recommended to connect truss to bearing walls due to uplift at U(s)1,5,8,and 6. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads fall) Vert:1-5=-20,1-3=-100,35=-100 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Van 2 3)Unbal.Snow-R Snow-Right Lu0OF^nq Lumber Increase=115,Plate lncreari 15 jN Uniform Lcads(plf) Van 1-5=-20,1-3=-20,35=-120 O TIMOTHY L, 4)C-C Wind.Lumber Increase=L60,Plate Increase=1.60 Pit,metal=1.33 S Nl'1 Uniform Loads(ph LaCHAPELLE Vert 15=-12,1-3=38,3-5=38 O CIVIL --1 Ho='.1-3=-5),3-5=5D U N 5)MWFRS Wind Leff.Lumber Increase=160,Plate Increase=1.60 Pit.mei.33 o.30 Uniform Loads(pip Ved'.15=-12,1-3=-16,35=22 O Holl 1-3=4,35=34 F, 6)MWFRS Wind Right.Lumber lmcrease=1.60,Plate lncrease=1.60 Pit.metal=1.33 L` E� L Continued on page2 21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND r � INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL - aT-901 3-13-07 Job Truss Tmas Type Oty Ply Stell Station AdditionlSalem,MA 22675R 702 GABLE 1 1 Job Referencetional Reliable Truss B Components,Inc.,Naw BetlfoM,MA,02145,Man,Pasquill ]050 a May 222008 MiTek Industries,Inc. Mon Nov P 1116.162009 Page 2 LOADCASE(5) Uniform Loads(pit) Ver:1-5=-12,1-3=22,3-5=-16 Hoa 1-3=-34,3-5=-0 7)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=l 60 Pit.111.33 Uniform Loads(pit) Ver'.1-5=-12,1-3=39,35=17 Harz:1-3=-51,3-5=29 8)MWFRS 2nd Wind Parallel:Lumber Increal 60,Plate Increase=1.60 Pit.metal=1.33 Uniform Loads(at) Ver:1-5=-12,13=17,35=39 Hoa:1-3=-29,3-5=51 11/21/08 Warning! –Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 —. RELIABLE TRUSS AND COMPONENTS,INC. TL - - -Lb RT 901 3-um Jab Truss Truss Type City Ply Shell Station ACbitionlSalem,MA 22675R 703 GABLE 1 1 Job Reference o tional Reliable Truss 8 Components,Inc.,New Bedford.MA,02745,Mark Pasguill 7.050 a May 22 2006 MiTek Industries,Inc. Man Nov 17 11:16.172006 Page t 5.6-0 11.0-0 5-60 5-6-0 Sca1e=1:10.6 4x)= 3 7.Or 11 1 3 1 61 3.10G lel II WeC 11-0-0 11-0-0 Plate Offsets XY: it'.U5-10 Ede 3:0-5-10Ed e LOADING lost) SPACING 2-0-0 CSIDEFL in (Ii AlliPLATES GRIP TOLL 40.0 Plates Increase 1.15 TC 0.41 Ven(1 No - Na 999 MT20 197/144 (Roo(Snow=4011) Lumber Increase 1.15 BC 0.33 Valli Na - Na 999 TCDL 10.0 Rep Stress lncr YES WB 0.11 Horz(TL) 0.00 3 Na Na BCLL 0.0 BCLL 100 Code BOCAIANSI95 (Matrix) Weight.28 to LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0oc purlins. IP) BOTCHORD 2 X 4 SPF No 2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc bracing. OTHERS 2X 3511 No.2 REACTIONS (Ib/size) 1=2771ll-0-0,3=277/11-0-0,4=627111-0-0 MaxHerz 1=-112(LC 5) Max Upliftl=60(LC 7),3=-72(LC 8),4=-77hG 7) Max Grov 1=328(LC 2),3=328(LC 3),4=627(LC 1) FORCES lib)-Maximum Compression,Maximum Tension TOP CHORD 1-2=-222/91,2-3=-22279 BOT CHORD 1-0=-25/94,3-0=-25/94 WEBS 2-0=4481150 NOTES 1)Wind.ASCE 7-98;100mph',TCDL=6.Ops4,BCDL=6.0i h=25ff,Cat.If,Exp CI enclosed',MWFRS(low-dse)gable end zone and C-C Cohl zone, cantilever left and right exposed end vertical left and right exposed',C-C for members and fomes B MWFRS for reactions shown',Lumber DOL=160 plate grip DOL=1.60 Plate metal DOl 33 2) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind(nonnal to the face),see MiTek"Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)One H2.5A Simpson Strong-Te connectors recommended to connect truss to bearing walls due to uplift at Ills)1,3,and 4. LOAD CASES) 1)Snow:Lumber Increi 1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20,1-2=-1D0,2-3=-100 2)Uncal,Snow-Left.Lumber Increal1.15,Plate increase=1.15 Uniform Leads(pq 2 3)Unbal,Snow-Right Lumber lncrea a=10Cf Mg 15,Plate Increal lS jµ SS,y Uniform Loads(pit) O Vert.13=20,1.2=-20,23=-120 O`er TIMOTHY L. yG 4)CC Wind,Lumber Increase=l 60,Plate Increase=1.60 Pit,metal=1.33 �T N Uniform Loads(plf) .$ LaCHAPELLE mi Ven:13=-12,1-2=40,2-3=40 o CIVIL —' Hoa:1-2=-52,2-3=52 U 5)MWFRS Wind Left:Lumber Increase=1.60.Plate Increase=1.60 Pit.mei.33 0.302 Uniform Loads(plf) Ven:1-3=-12,1-2=-16,23=22 Harz:1-2=4,2-3=34 6)MWFRS Wind Right:Lumber Increase=l.6C Plate Increase=1.60 Pit.metal=1.33 FF L Continued on page 2 21108 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 I --- -----------� RELIABLE TRUSS AND COMPONENTS,INC. TL - - RT 9013135 Jab Truss Tress Type Cty Ply Shell Station Additionl$alem,MA 22575R 703 GABLE i 1 Job Reference otional Reliable Tress 8 Components,Inc..Naw Bedford,MA,02745,Mark Pasquill ].OW a May 22 2008 MiTek Intlusmes,Inc. Mon Nov 1711'16'.1]2008 Page 2 LOAD CASE(S) Uniform Loads(plf) Verl 1-3=-12,1-2=22,2-3=-16 Ham 1-2=-34,2-3=4 7)Ml 1st Wind Parallel:Lumber Increase=l 60,Plate Increase=1.60 Pit.metal=1.33 Uniform Loads Pili) Vert 1-3=-12,1-2=39,2-3=17 Hoe 1-2=-51,2-3=29 8)MWFRS 2nd Wind Parallel'.Lumber Increase=l.6Q Plate Increase=1.61]Pit,metal=l 33 Uniform Loads(plo Vert 12=-12,1-2=17 2-3=39 Hoa'.1-2=29,2-3=51 11/21/08 Warning! –Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 — - RELIABLE TRUSS AND COMPONENT$,INC. TL - RT-sm 3-13.07 Job Truss Truss Type ply Ply Shell Station Addition/Salem,MA 22875R 704 GABLE 1 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA,02745.Mark Pasquill 7.050 a May 22 2008 Milek Industries,Inc. Man Nov 17 11.16:17 2005 Page 1 36-0 7-0-0 3-6-0 3-6-0 4.4= Si',to s z 7m FIT STA a 1 et LJ h- U4 11 24 c 7-0-0 7-0-0 LOAOING(psf4TCLL 00 SPACING 2-0-0 CSI DEF in ([cc) /tleft Utl PLATES GRIP (Roof Snow=4D0) Plates Increase 1.15 TC 0.29 Ver(LL) No - Na 999 M120 1971144 TCDL 10.0 Lunn erincrease 1.15 BC 0.06 Vert(T-) Na - Na 999 BCLL 0.0 Rep Stress Incr VES WB 0.04 Honi 0.00 3 nla Na BCOL 100 Code SOCAJAN5195 (Matrix) Weight 17 to LUMBER BRACING TOP CHORD 2 X 4 SPF Nc.2 TOPCHORD Sheathed or 6-0-C purlins. [PI BOTCHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or l 0-0-0oc bracing. OTHERS 2X 3 SPF No.2 REACTIONS (Iehfa.) 1=19577-0-0,3=19517-0-0,4=31 117-0-0 Max Here 1=£7(LC 5) Max Upli01=49(LC 7),3=-56(LC 8),4=-18(1-C 7) Max Grav1=216(LC 2),3=216(LC 3),4=311(1-Ci) FORCES (Ib)-Maximum CompressionfMaximum Tension TOP CHORD 1-2z-112/53,2-3=-112/47 BOTCHORD 14=-15145,34=-15145 WEBS 24=-238184 NOTES 1)Wing.ASCE 7-98;100mph,TCDL=60psf,,BCDL=6.0psP,h=25fl:Cat.ii:Exp C;enclosed;MWFRS(low-dse)gable end done and C-C Corneg3)zone; - cantilever left and right exposed end vdrical left and right expesed:C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MlTek"Standard Gable End Detail" 3)Unbalanced snow loads hate been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-"oc. 6)One H2 5A Simpson Strong-Te connectors recommended to connect truss to bearing walls due to uplift at jt(s)1,3,and 4. LOADCASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Ver:1-3=-20,1-2=-100,2-3=-100 2)Unbal.Sncwleft.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Ver'.1-3=-20,1-2=-120,23=-20 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 SHQF MgSSUnitrV1 =2n 30,1-2=-20,2-3=-12D ,9c 4)C-C Wind:Lumber Increase=l.6Q Plate Increase=!60 Plt.metal=1.33 Uniform Loads(pit) O TIMOTHY L. U1 Ver.1-3=-12,1-2=43,2-3=43 g LaCHAPELLE Hord:1-2=-55.23=55 5)MWFRS Wind Left Lumber Increase=1.60 Plate Increase=1.60 Pit.metal=1.33 00 CIVIL y Uniform Loads(pit) Vert:1-3=-12,1-2=-16,2-3=22 CIAO Harz:1-2=4,23=34 6)MWFRS Wind Right'.Lumber Increase=1.60,Plate Inch ase=1.60 Pit.metal=1.33 �F l EN Continued on page 2 21/08 Warning! — Verify design parameters and READ NOTES ON THIS AND 1 INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 -I RELIABLE TRUSS AND COMPONENTS,INC. TL - - - RTs01143a01 Jab Truss Truss Type Cty Ply Shell Station Addition/Salem,MA 22675R 704 GABLE 1 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford,MA.02745,Mark Pasquill 7 05 a May 222006 MiTek Industries,Inc. Mon Nov 1711'.16'17 2009 Page 2 LDAD CASE(S) Uniform Loads(pit) Vert 1-3=-12,1-2=22,23=-16 Harz:1-2=-34,2-3=4 7)MWFRS 1st Wind Parallel'.Lumber Increase=160,Plate Increase=1.60 Plt.metal=1.33 Uniform Loads(pit) Ven 1 3=-12,1-2=39,2-3=17 Harz:1-2=-51,2-3=29 8)MWFRS 2nd Wind Parallel:Lumber Inaease=l.6q Plate Inaease=l 60 PIL metal=1.33 Uniform Loads(of) Ver:1-3=-12.1-2=17,2-3=39 Ham.1-2=-29,2-3=51 11/21/08 Warning! — Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 - RELIABLE TRUSS AND COMPONENTS,INC- TL - - - FT-sot 31-3 07 Job Truss Truss Type axx- ply Ply Snell Station Addition/Salem,MA 22675R 705 GABLE 1 1 Job Reference o tional Reliable Truss B Components,Inc..New Betlforq MA,02]05.Mark Pasquill 7.050 a May 222008 MiTek Industries,Inc. Mon Nov 1711:16:1]2008 Page t 3 1-fi-0 3-0-0 1-6-0 1.6-0 solo°1:6A 7,W Fl2 2 1 01 3-0-0 2x1. L4 3-0-0 Plate Offsets X V: 12 0-2-0 Edge] LOADING lost) SPACING 2-0-0 CSI DEFL in (loo) I/deft L/d PLATES GRIP TCLL 40.0 Plates Imaease 7.15 TC 0.03 Vert(LL) Na - Na 999 MT20 1971144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.04 Vert(TL) Na - Na 999 TCDL 10.0 Rep Stress Ines VES WB 0.00 Horpm-) 000 3 Na Na BCLL 0.0 Code 60CAIAN5195 (Matrix) Weight 61b BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No 2 TOP CHORD Sheathed or M-0 ad purlins. IPI BOTCHORD 2 X 4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-00oc bracing. REACTIONS flb/size) 1-11013-0,0,3=110/3-0Z Max Hoa 1=-22(LC 5) Max Uphill=-1 B(LC 7),3=-1 B(LC 8) FORCES (lb)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=-107/42,23=-107142 BOTCHORD 1-3=-18/75 NOTES 1)Wind.ASCE 7-98;1DOmph;TCDL=6.Opsf:BCDL=6 Opsf,h=25R;Cat.R,Exp C;enclosed,MWFRS(lows se)gable end brand and C-C Comer(3)zone, cantilever left and right exposed;end vertical left and right expos xcl for members and fomes 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek'Standard Gable End Detail" 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)One H2.6A Simpson Strong-Te connectors recommended to connect truss to bearing walls due to uplift at 145)1 and 3. LOAD CASES) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads gall) Vert:1-3=-20,1-2=-100,23=-100 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert'.13=-20,1-2=-120,23=-20 3)Unbal.Snow-Right:Lumber Increaser i6 Plate Increase=1.15 Uniform Loads(pit) Vit 4)C-C Winde Lumbar Increa0 f Mass se-11.60,Plate Increase=160 Pit.metal=l a3 Z N Uniform Loads Cdq �V 9Cy Vert:13=-12.1-2=45,2-3=45 O TIMOTHY a' L. G Ho .1-2=-57,23=57 SR- N 5)MWFRS Wind Left:Lumber Increase=160,Plate Increase=1.60 Pit metal=133 g LaCHAPELLE a Uniform Loads(pit) CIVIL Ven'.13=-12,1-2=-16.2-3=22 - V CA Hoa'.1-2=4,23=34 0,30 6)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1,60 Pit,metal=l 33 Unicorn Load.(plq Vern.13=-12,1-2=22,2-3=-16 F Ho¢.1-2=-34,2-3=A LEN pp Continued onpage2 21/00 Warning! —Verify design parameters and READ NOTES ON THIS AND rr - INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 .- RELIABLE TRUSS AND COMPONENTS,INC. TL - aT sot 1 11m Job Truss Truss Type City Ply SbelI Station Addition/Salem,MA 22675R 705 GABLE 1 1 Job Reference o Donal Reliable Truss 8 Components,Inc.,New Bedford.MA,02745.Mark Pasquill 7.050 a May 22 2000 MiTek Industries,Inc. Mon Nov 17 11'.16:17 2MB Page 2 LOAD CASE(S) 7)MWFRS let Wind Parallel:Lumber Increase=l 60,Plate Increase=1,60 PIT metal=1.33 Uniform Loads(plf) Ven:1-3=-12,1-2=39,2-3=17 Horz:t-2=-51,2-3=29 6)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Pit.meta1=1.33 Uniform Loads(plq Vel:1-3=12,1-2=17.2-3=39 Horz:1-2=-29,2J=51 11/21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL aT�901 3-13U7 Job Truss Truss Type Qty Ply — She' Station Additionl6alem,MA 22675R 901 HOWE 1 3 Job Reference I tional TrussReliable Truss 8 Components,Inc.,New Bedford,MA,02]45,Mad Pasquill ].050 a May 222008 MiTek Intlustdes,Inc. Mon Nov 17 11'.16'182006 Page 1 7.10-14 14-842 21-6-10 29-5-8 7-0044 6-944 6-9.14 740-14 Sibs 11 Scale=1:85.1 GIRDERS NAILED IN FACT SPRY 44 4x6 C Us i 2 6 yA L ] 13 aide 11 12 13 10 14 15 16 9 17 10 19 8 20 21 22 23 6x100 III 11 Holds Nail 3111 Wade M4526 1200 MT10H- None MA26 3x1211 M.6M 117626 W4 HUR. H.a26 pare' Ha26 N.626 Hifi 1-0-01 7-10.14 1 14.8.12 1 216-10 28-5b F9.5-1 1-0-0 6-10.14 6.9-14 6-9-14 6-10-14 1-0-0 Plate Offsets(X Y) 1:0-5-01-7-07'.0-0-9Etl a ]'.03120-106 LOADING(ps400 SPACING 2-0-0 CSI DEFL in (loo) IIdeO Ud PLATES GRIP TCUL(Roof Snow=40.0) Plates Increase 1.15 TC 1.00 Vert(LL) -0.23 8-9 X999 240 Ali 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.95 Vert(TL) -0.35 8-9 x973 180 MT18H 19]11 44 BCDL 0.0 Rep Stress Ina YES WB 0]] H.Ri 0.10 7 Na Na BCDL 100 Code BOCNANS195 (Matrix) Weight 592 to LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Sheathed orb-0-0oc purlins. IF] BOTCHORD 2 X 8 SYR M 23 BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 3 SPF Nei'Except' W3:2 X 4 SPF 165OF 1.5E,W2:2 X 4 SPF No.2 WEDGE Left:2 X 10 SYR N0.1,Right 2 X 12 SYR No,1 REACTIONS Qblsize) 1=13743/0-3-13(input 0-3-8),7=14201/0-3-15(input M-8) Max Haz 1=245(LC 5) Max Upliftl=-2190(LC 6),7=-2269(LC 7) FORCES (Ib)-Maximum CompressioNMaximum Tension TOP CHORD 1-2=-20887/3322,2-3=-14264/2295,3-0=-1395412332,4-5=-1395412332,56=-1426412295,64=-2089813324 BOTCHORD 1-11=-2869/17688,11-12=-2869/17688,12-13=-2869117688,10-13=-2869/17688,10-14=-2872/17705,14-15=-2872117705, 15-16=-2872/17705,9-16=-2872/17705,9-17=-2734117715,17-18=-2]34/17715,18-19=-2734/17715,8-19=-2734117715, 8-20=-2732117698,20-21=-2732/17698,21-22=-2732/17698,22-23=-2732117698,7-23=-2]32117698 WEBS 2-10=105216715,4-9=-2185113455,6-8=10556725,2-9=682211214,6-9=8834/1217 NOTES 1)3-ply Tmss io be connected together with 10d(0.131'4')nails ss follows'. Top chords connected as follows:2 X 6-2 rows at 0-94 oar Bottom chords connected as follows'.2 X 8-2 rows at 04-0 oc. Webs connected as follows2 X 3-1 raw at 0-9-0 cc,2 X 4-1 row at 0-9-0 oar 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherxise indicated. 3)Wind.ASCE 7-98;100m ph;TCDL76.Opsf,BCDL=6.Opsf,,hI Cat.ll;Exp B,enclosed;MWFRS(low+ise)gable end zone;cantilever left and right expand end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Plate metal DOL=1.33 4)Unbalanced snow loads have been considered for this design. 5)All plates are NUB plates unless otherwise indicated. 6)WARNING'.Required bearing size at joint(s)1,7 greater than input bearing size. 7)HGT-3 HTT22 Simpson Shari connectors recommended to conned truss to bearing wal is due to uplift at jt(s)1 and 7. �ZN OF MAS 8)Use Simpson Strong-Te HUS26(14-1 Bid Girder,6-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-M oc maxstarling at 2-0-0 from the left end tiP S9 to 28-0-0 to conned tmss(es)501(1 ply 2 X 6 SPF) to front face of bottom chord. C 9)Fill all nail holes where hanger is in contact with tum bar. TIMOTHY L. yG 10)HOT Huricane tie must have TWO 58'anchor rods to two HTT22'a or similar on studs below.For trusses between 3.12 and 8'.12 slope. ;i N LOAD CASES) o LaCHAPELLE M, 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 U CIVIL y Uniform Loads =- Veh'.1 7oads,1-0=-100,4-7=-100 Concentra Loads(Ib) O Vat : 753(F)21-)11=-1)22=-10=-1753(F)11=-1753(F)12=-1753(F)13 -1753(F)14=-1753(F)15=-1753(F)16=-1753(F)17=-1753(F)18=-1]53(F)19=-1]53(F) 20=-1753(F)21=-1753(!)22=-1753(F)23=-1753(F) L .l p Continued onpage2 1/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL - - -U6 RT 90131301 Job Truss Truss Type Oty Ply Shell Station Addition/Salem,MA 22675R 901 HOWE 1 q JJab Reference o lional Reliable Truss&Components.Inc..New deal MA 02745,Mark Pasquill ].050 a May 22 2008 MiTek Industries,Inc. Mon Nov 17 11 16:18 2008 Page 2 LONG CFSE(S) 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate India,ase=1.15 Uniform Loads(pit) Vert.1-7=-20,14=-120,4-7=-20 Concentrated Loads(Ib) Ved'.10=-1753(F)11=-1753(F)12=-1753(F)13=-1753(F)14=-1753(F)15=-1753(F)16=-1753(F)l7=-1753(F)1B=-1753(F)19--1753(F)20=-1753(F)21=-1753(F)22=-1753(F)23=-1753(F) 3)Unbal Snow-Right.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vere.1-7=-20,14=-20,4-7=-120 Concentrated Loads(lb) Vert.10=-1753(F)11=-1753(F)12=-1753(F)13=-1753(F)14=-1]53(F)15=-1753(F)16=-1753(F)17=-1753(F)18=-1753(F)19=-1753(F)20=-1753(F)21=-1753(F)22=-1753(F)23=-1753(F) 4)MWFRS Wind Left:Lumber Increase=l.6Q Plate Increase=1.60 PI1.mei.33 Uniform Loads(pig Vert.1-7=-12,14=-15,4-7=13 Horn.14=3,4-7=25 Concentrated Loads(lb) Ved'.10=301(F)11=301(F)12=301(F)13=301(F)14=301(F)15=301(F)16=301(F)17=301(F)18=301(F)19=301(F)20=301(F)21=301(F)22=301(F)23=301(F) 5)MWFRS Wind Right:Lumber Increase=1.60.Plate Increase=1.60 Pit.meta1=1.33 Uniform Loads(pig Vert:1-7=-12,14=13,4-7=-I5 Horc.14=-25,4-7=J Concentrated Loads(lb) Ver.10=301(F)11=301(F)12=301(F)13=301(F)14=301(F)15=301(F)16=301(F)17=301(F)18=301(F)19=301(F)20=301(F)21=301(F)22=301(F)23=301(F) 6)M W FRS 1st W Intl Parallel:Lumber Increase=l.6q Plate Increase=1.60 Pit,metal=1.33 Uniform Loads(pig Ved'.1-7=-12,14=26,4-7=10 Hora 14=-38,4-7=22 Concentrated Loatls(Ib) Vert:10=301(F)11=301(F)12=301(F)13=301(F)14=301(F)15=301(F)16=301(F)17=301(F)18=301(F)19=301(F)20=301(F)21=301(F)22=301(F)23=301(F) 7)MWFRS 2nd Wind Parallel.Lumber Increase=1.60,Plate Increase=1.60 PII.metal=l 33 Uniform Loads(plf) Ved:1-7=-12,14=10,4-7=23 Horz:14=-22,4-7=38 Concentrated Loads(Ib) Vert.10=301(F)11=301(F)12=301(F)13=301(F)14=301(F)15=301IF)16=301(F)17=301(F)18=301 go)19=301(F)20=301(F)21=301(F)22=301(F)23=301(F) 11/21/08 Warning! —Verify design parameters and READ NOTES ON THIS AND INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. TL - IlNbIALLNIAII- -Ijb6asor ruo1 27-5 1 R—'d norma 1 503 Gable _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i= uI 1 1503 Gable 8/504 @24"oc 1 901 Girder 5" I I I 1 I I I I I ' I I I I lea 1d $]'-51? 1'f 1 Reviud 11/13/001 1 2x6 Top and Botlom Chords 1 /7 over 7 Valley Set 1 LGT3 ANCHOR I , sol Girder I I BOTH ENDS 12 sa W —7 — 1 /500 Gable 14/501 @24"oc 11111111111 Girder I � HUS26 � ' I TYPICAL �ti� I $s v Reliable Truss and Components . I SHELL STATION ADDITION 0807016 22675R 14/501 Salem, MA I $ FOR INSTALLATION 11-17-08 Trickett Realty eon X. >rzr e 1 aevised nn3m91 I These drawings are provided as a guide to installation of metal plate connected wood trusses. engineered lumber products, light gauge steel _ trusses, structural components and panelized walls used as framing _ _ _ _ _ _ _ _ J- _ _ _ components. Reliable Truss will assume no responsibility for any deviation from the contents of these drawings with regards to any structural members that are made without written authorization from Rehable Truss SERAFINI, SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI, JR. 978-744-0212 JOHN E. DARLING 781-581-2743 JOSEPH C. CORRENTI TELECOPIER 978-741-4653 December 3, 2009 VIA HAND DELIVERY Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 Re: 111-113 North Street Dear Mr. St. Pierre: Pursuant to your request, enclosed please find a parking layout plan for the proposed Shell North Street gasoline filling station/convenience store. You will note that the building labeled "convenience store" has a total area of 4,375 square feet. Approximately 600 square feet of that total is used for storage area and is not accessible to the public. This includes area behind the wall of coolers, the utilities area, private office, and bathroom. The 600 square feet is a conservative estimate of the non-public storage area in the building; thus, the remaining 3,775 square feet of 'retail' space requires 25 parking spaces at 150 square feet of gross floor area per space. The proposed plan details 20 perimeter parking spaces, plus 8 spaces available under the canopy, for a total of 28 spaces on site. This meets or exceeds the required parking for the site pursuant to the Zoning Ordinance. December 3, 2009 Page Two If you have any questions or require any further information, please do not hesitate to contact me. Sincerely, Joseph C. Correnti JCC:dl Enclosure cc: Trickett Realty Trust m 1��2J1 S H i Gln ni Q A W AMYi191J Ol — q f ------------- _____________________ I I j I 1 1 I Ao.os� 1 �r--� 1 Aamr✓� d��OIAOA Nq. O 1 _ O Ull r % \ Caen Jpvaolf OIOYMY ,Amain rwuw wauvav�arn , 0 i O I ® .A � �i� �•I l9ItlM O�AjO✓�� A � ICW Il -zo . p9 36 FeH 51 Sa( eve MA �7--61 f O IS-7 To : i vnaS st ettrieBIff �a. 1J�v,s ZhSpec"TOr vvotwt Tan+eo lZ . Tvc -& JL4ci , A ? CP PraPos�% d Catuvcvueetee StOM/Act WA . 9et•vtce S�tow Re : 111 IUOlt � Sti Tri ,- kc 'i Reall� Q-4'rc stt4 1 ar(c t R I wOLt�j flow Q \eas¢ c�c�� f5� mw-- r 44 v t 15 L a w--rovt5LG3„ CISClI� Q- P r a p.0 a5 wn Cs. b e i c � c� c O- e � 't e saes�� h � s�� . z ��t (21'J� V% a Vce. lin a�� oto k. y��gONDITAgO CITY OF SALEM9 MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01970 TELEPHONE: 978-745-9595 EXT. 380 FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR April 5, 2012 Trickett Realty Trust 11 I North Street Salem, Massachusetts 01970 c/o Attorney Joseph C. Correnti Re: Landscape Plan Dear Attorney Correnti: I am in receipt of your letter and plan dated March 16, 2012 on behalf of your client, Trickett Realty Trust, owner of the property at 111 North Street. Your correspondence is in response to my Order dated January 30, 2009, in which I directed that plans be submitted, prepared by a landscape professional, addressing the landscaping issues behind the building to the rear of the property. You have submitted a professionally prepared Planting Plan dated March 2, 2012, stamped by Lorayne Black, ASLA, Registered Landscape Architect in the Commonwealth of Massachusetts. You have stated and I have confirmed that this plan is the result of collaboration with the landscape architect hired by the abutters to the property. The Plan, as submitted, includes 85 new trees and 94 new shrub plantings, as well as ground seeding and a new retaining wall, all built upon an engineered Grading Plan as referenced in the Plan Notes. The plan is intended to provide an adequate landscape buffer between the I I 1 North Street property and the residential neighbors. After reviewing the plan, I find that this plan meets with the requirements set forth by this office and adequately addresses the landscape buffer requirements intended in the 1970 Zoning Board of Appeal Decision for the property. However, because this plan incorporates all new plantings, which will take time to mature, the following conditions are put into place to insure successful and maintained growth of the landscaping, so as to achieve fuller screening and buffering of the property in the future. Conditions: 1. All plantings, seedings, mulch, grading and other work shown on the Planting Plan is to be done per plans and dimensions as submitted, with a stamped as-built plan to be submitted by the property owner upon completion of the work; 2. An appropriate in-ground irrigation system shall be installed to water the plantings; 3. The rear of the building is to be painted brown so as to prevent glare to abutting neighbors to the rear of the property; 4. To insure the plant material thrives and matures, the owner shall not stockpile snow and ice, often containing salt and sand, on the planting beds; 5. Soft security lighting only shall be installed to the rear of the building; 6. All debris, dirt piles, etc. are to be removed from the property prior to the issuance of a Certificate of Occupancy; 7. The plantings are to be guaranteed by owner for a minimum of two years. Any planting that dies or fails to thrive is to be replaced at owner's expense. To ensure plantings are replaced as necessary or that more may be added if deemed necessary by the City, the owner agrees to deposit $3,000.00 in an escrow account held by the City of Salem for a period of two years with any unused balance to be returned to the owner after two years; 8. The ongoing future maintenance of the landscaping shown on the Planting Plan becomes an obligation of any owner of the property and a condition to a Certificate of Occupancy for the property. Very t ly yours, K Thomas St. Pierre Zoning Enforcement Officer 111 NORTH STREET 663-12 Gis# -r zs6 • u= COMMONWEALTH OF MASSACHUSETTS Map 416 :u 26 0 Block } ' r s CITY OF SALEM Lot:"„ ». I H?i,. 0348;: x Reta Caleg or '"'"" tnin Wall ru�.. ' Y r�` g �'. Pernvt 663 12 i,a BUILDING PERMIT Project# < JS 2 012-00 17 66 �-.' Est Cost I, ;€%i$8,000.00 Fee Charged 1'- $93700 Balance Due qtr $.001-1"7_"®1k PERMISSION IS HEREBY GRANTED TO: Contractor: License: Expires .<n Use Group:'. Straightline Excavation Corp General Contractor-079260 Lot u ze(sq.ft.) 31019.8876 , Owner: SITELL OIL COMPAN- , Ci0;vIOTIVA ENT T_.LC/P,ROP T.AX Zoningtt'1 Bl -at, ` Units Gained: Applicant: Straightline Excavation Corp UnitsLost a,z � `a , ,a ;A& AT: 111 NORTH STREET Dtg Safe#: au, sv,. ��:�';'r "� • 'f ISSUED ON: 13-Feb-2012 AMENDED ON. EXPIRES ON: 13-Jul-2012 TO PERFORM THE FOLLOWING WORK: RETAINING WALL PER PLAN SUBMITTED FOR DRAINAGE jbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: Service: Meter: "' Footings: D�.G�'// !_ Rough: Rough: Rough: -- Foundation: Final: Final: Final: Rough Frame: Fireplace/Chimney: . D.P.W. Fire Health Insulation: Meter: Oil: House Smoke: Final: # / Treasury: - Water: Alarm: ASSeSSOr Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VI ATION OF ANY OF ITS RULES AND REGULATIONS. jI Signature: Fee Type: Receipt No: Date Paid: Check No,:, Amount: I G RECuO81950 13-Feb-12 7294 $93.00 CONSTF `F- -:iNG CODE CHAPTF.. - ',FGTIONS. - CALL9715-tiVa-oo. ii..a.r:co.:��rav uvSYECTION _ - CcoTMSOO 2012 Des Lauriers Municipal Solutions,Inc. i NDITq�� v r? VSQVE AD CITY OF SALEM _ BUILDING - PERMIT _. r ,�ormrq„� CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 1 20 WASHINGTON STREET, 3RD FLOOR T SALEM, MASSACHUSETTS 01970 qpp>� ,��-^� TELEPHONE: 978-745-9595 EXT. 380 ”.NUN FAX: 978-740-9846 KIMBERLEY DRISCOLL MA (OR April 5, 2012 Trickett Realty Trust 1 .1 North Street S item, Massachusetts 01970 c o Attorney Joseph C. Correnti Re: Landscape Plan L ear Attorney Correnti: I am in receipt of your letter and plan dated March 16, 2012 on behalf of your c.ient, Trickett Realty Trust, owner of the property at 111 North Street. Your correspondence is in response to my Order dated January 30, 2009, in which I directed that plans be submitted, prepared by a landscape professional, addressing the landscaping issues behind the building to the rear of the property. You have submitted a professionally prepared Planting Plan dated March 2, 2012, s:amped by Lorayne Black, ASLA, Registered Landscape Architect in the (:ommonwealth of Massachusetts. You have stated and I have confirmed that this plan is t re result of collaboration with the landscape architect hired by the abutters to the I roperty. The Plan, as submitted, includes 85 new trees and 94 new shrub plantings, as well es ground seeding and a new retaining wall, all built upon an engineered Grading Plan as referenced in the Plan Notes. The plan is intended to provide an adequate landscape t uffer between the 111 North Street property and the residential neighbors. After reviewing the plan, I find that this plan meets with the requirements set forth by this office and adequately addresses the landscape buffer requirements intended in the 970 Zoning Board of Appeal Decision for the property. However, because this plan incorporates all new plantings, which will take time to mature, the following conditions are put into place to insure successful and maintained growth of the landscaping, so as to achieve fuller screening and buffering of the property i n the future. Conditions: 1. All plantings, seedings, mulch, grading and other work shown on the Planting Plan is to be done per plans and dimensions as submitted, with a stamped as-built plan to be submitted by the property owner upon completion of the work; 2. All debris, dirt piles, etc. are to be removed from the property prior to the issuance of a Certificate of Occupancy; 3. The ongoing future maintenance of the landscaping shown on the Planting Plan becomes an obligation of any owner of the property and a condition to a Certificate of Occupancy for the property. As a result of negotiations with the City, your client has agreed to the following: 1. An appropriate in-ground irrigation system shall be installed to water the plantings; 2. The rear of the building is to be painted brown so as to prevent glare to abutting neighbors to the rear of the property; 3. To insure the plant material thrives and matures, the owner shall not stockpile snow and ice, often containing salt and sand, on the planting beds; 4. Soft security lighting only shall be installed to the rear of the building; and 5. The plantings are to be guaranteed by owner for a minimum of two years. Any planting that dies or fails to thrive is to be replaced at owner's expense. To ensure plantings are replaced as necessary or that more may be added if deemed necessary by the City, the owner agrees to deposit $3,000.00 in an escrow account held by the City of Salem for a period of two years with any unused balance to be returned to the owner after two years. Very truly yours, /r Thomas St. Pierre Zoning Enforcement Officer SERAFINI , DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. 5EF AFINI, SR. TELEPHONE JOHN E. DAF LING 978-744-0212 JOSEPH C. < ORRENTI May 1, 2012 97FACSIMILE 8-741.4663 iv 1 Thoma: St. Pierre o Buildinc Commissioner/Zoning Officer q r City of Salem o? Public Property Department 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 m h1 < Ite: 111-113 North Street CO Dear C )mmissioner St. Pierre: In response to your April 5, 2012 letter concerning the landscape plan for 111 North Street, enclosed please find a check in the amount of $3,000.00, payable to the City of Salem, pursuant to Paragraph 5 of the list of agreed upon items. Please provide to me a written acknowledgement that this check is received by the City an 1 will be placed in a City escrow fund for landscaping use outlined in your letter. Very truly yours, Trickett Realty Trust By its Attorney, Joseph C. Cor ti JCC:dI Enclos ire cc: Trickett Realty Trust Elizabeth Rennard, City Solicitor v 4 U O I TRICKETT REALTY TRUST SALEM FIVE 1180 MAIN ST SALEM,MA 01970 TEWKSBURY,MA 01876 53-7055-2113 4/27/2012 (978)640-6332 PAY TO THE Citt of Salem $ "3,000.00 ORDER OF Three Thousa nd and 00/100., .... .w..... ....w =._<.. ................ ......... .... .................................. DOLLARS City 0 i Salem MEMO AUTHORIZED SIGNATURE 111 Nol th St- Escrow for Landscaping °00106711° 1: 2113705581: 089900964111° TRICKETT REALTY TRUST 406' City of Salem 4/27/2012 111 North St- Escrow for Landscaping 3,000.00 Salem Five C iecking 111 North St- Escrow for Landscaping 3,000.00 12 ", L .4TRICKETT R'EALTY.TRUSTm. # 1" a STONEHAM SAVINGS BANK af' 111 NORTH STREET i �. �, .., ti _ a 'MA 01970 -i r ' S e� 53 7048 2113 t 1. SALEM; +rt .2/25/2013 i 2000.00 PAY TO THE "� •"'ixi ��"s — 3..r i::- ' �' );ORDER OF Two Thousand.and 00/100 ..«,_.._ $ 'DOLLA s r City of Salem �� a jiF PUIHORQ 9GN MRE .: MEMO. . _ - 111 North St. Salem, MA/Escrow n1001287112 1: 2L13704801: 52310921 SERAFINI, DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. 5ERAF NI, SR. TELEPHONE JOHN E. DARLING 976-744-0212 JOSEPH C. CORRENTI FACSIMILE 978-741-4663 February 13, 2013 0 Irri C, n—� v Cheryl A. Lapointe, Clerk 7X� a' Cite of Salem uOD w 93'Nashington Street err„ Salam, Massachusetts 01970 7'3 m3 Re: 111 North Street, Salem m CID Deiir Madam Clerk: I am in receipt of the invitation to attend the City Council Committee on Public Health, Safety and Environment meeting to be held on Wednesday, February 13th. Unfortunately, my client, Trickett Realty Trust ("Trickett Realty"), owner of the property at 111 North Street, is unavailable to attend this meeting. Since the purpose of the meeting is to discuss the status of the gas stai ion, Trickett Realty would like to provide this brief update to the Council. During the past several months, the owner of the property has been working with each and every City Department involved in the Routing Slip pro,ess for signoffs for a Certificate of Occupancy. All legal requirements of each Department are being addressed by the owner so that the property will be in EI position to receive permits necessary to operate as a Shell gasoline filling stal ion and convenience mart. The owner has undertaken considerable expense to c et this property to this point, will continue to comply with all the requirements of t ie City Departments involved, and is expecting to open its business soon. Sincerely, Trickett Realty Trust By its Attorney r Joseh C. Correnti JC(;:dl Z,coN+Q�ITq,4O CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT �' /' 120 WASHINGTON STREET, 3RD FLOOR ll I Q SALEM, MASSACHUSETTS 01970 TELEPHONE: 978-745-9595 EXT. 380 `�MInE 90� FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR April 5, 2012 Trickett Realty Trust I 11 North Street Salem, Massachusetts 01970 e�y c/o Attorney.loseph C. Correnti �® Re: Landscape Plan Dear Attorney Correnti: I am in receipt of your letter and plan dated March 16, 2012 on behalf of your client, Trickett Realty Trust, owner of the property at l I 1 North Street. Your correspondence is in response to my Order dated January 30, 2009, in which I directed that plans be submitted, prepared by a landscape professional, addressing the landscaping issues behind the building to the rear of the property. You have submitted a professionally prepared Planting Plan dated March 2, 2012, stamped by Lorayne Black, ASLA, Registered Landscape Architect in the Commonwealth of Massachusetts. You have stated and I have confirmed that this plan is the result of collaboration with the landscape architect hired by the abutters to the property. The Plan, as submitted, includes 85 new trees and 94 new shrub plantings, as well as ground seeding and a new retaining wall, all built upon an engineered Grading Plan as referenced in the Plan Notes. The plan is intended to provide an adequate landscape buffer between the 1 I 1 North Street property and the residential neighbors. After reviewing the plan, I find that this plan meets with the requirements set forth by this office and adequately addresses the landscape buffer requirements intended in the 1970 Zoning Board of Appeal Decision for the property. However, because this plan incorporates all new plantings, which will take time to mature, the following conditions are put into place to insure successful and maintained growth of the landscaping, so as to achieve fuller screening and buffering of the property in the future. Conditions: 1. All plantings, seedings, mulch, grading and other work shown on the Planting Plan is to be done per plans and dimensions as submitted, with a stamped as-built plan to be submitted by the property owner upon completion of the work; 2. All debris, dirt piles, etc. are to be removed from the property prior to the issuance of a Certificate of Occupancy; 3. The ongoing future maintenance of the landscaping shown on the Planting Plan becomes an obligation of any owner of the property and a condition to a Certificate of Occupancy for the property. As a result of negotiations with the City, your client has agreed to the following: 1. An appropriate in-ground irrigation system shall be installed to water the plantings; 2. The rear of the building is to be painted brown so as to prevent glare to abutting neighbors to the rear of the property; 3. To insure the plant material thrives and matures, the owner shall not stockpile snow and ice, often containing salt and sand, on the planting beds; 4. Soft security lighting only shall be installed to the rear of the building; and 5. The plantings are to be guaranteed by owner for a minimum of two years. Any planting that dies or fails to thrive is to be replaced at owner's expense. To ensure plantings are replaced as necessary or that more may be added if deemed necessary by the City, the owner agrees to deposit $3,000.00 in an escrow account held by the City of Salem for a period of two years with any unused balance to be returned to the owner after two years. Very truly yours, Thomas St. Pierre Zoning Enforcement Officer . C,1 July 2, 2010 Mayor Kimberley Driscoll UC II V" Salem City Hall 93 Washington Street "JUL 0 8 20M Salem, Massachusetts 01970 CITY OF SALEM BOARD OF HEALTH Mr. David Greenbaum, Acting Health Agent 120 Washington Street,4�h Floor Salem, Massachusetts 01970 Re: Availability of Revised Phase 1V Remediation Implementation Plan r Former Shell-Branded Service Station#137838 111 North Street Salem, Massachusetts RTN 3-26179 To Whom It May Concern: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403 (3)(e), this correspondence serves as notification that a Phase W Remedy Implementation Plan (Phase IV RIP) was submitted to the Massachusetts Department of Environmental Protection (MassDEP) for the above-referenced location (the disposal site):;This Phase IV RIP outlines the design, construction, and implementation of the Comprehensive Remedial Actton,(CRA) selected for the disposal site. The selected,'CRA is monitored natural attenuation (NINA) documented through routine groundwater sampling. A copy of the Phase IV RIP, as well as other applicable`d ocumenfs'pertammf.gto the subject site, is available for review.at the MassDEP Northeast Regional Office located at 205B Lowell Street, Wilmington,MA 01887. If you have any questions please call the iidersigned. Sincerely, SOVEREIGN CONSULTING INC. a Hagie Project Manager cc: MassDEP NERO(within report) David Weeks-Motiva Enterprises LLC(within report) MassDOR-21J Sovereign File-EQ814 905B S. Main Street, Unit 202 • Mansfield, MA 02048 •TeL 508-339-3200 • Fax: 508-339-3248 fit � C is S tl. July 12,2011 UPS#1Z 9V5 F50 019628 4604 Mayor Kimberley Driscoll Salem City Hall 93 Washington Street ko' Salem,Massachusetts 01970 �® UPS#1Z 9U5 F50 019928 4019 1114 Mr.Larry Ramdin,Health Agent Oqq�'pF 120 Washington Street,4�Floor M pOchq(F Salem,Massachusetts 01970 Eq� f Re: Availability of Phase V Remedy Operation Status Opinion Report Former Shell-Branded Service Station#137838 111 North Street Salem,Massachusetts RTN 3-26179 Dear Mayor Driscoll and Mr.Ramdin: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403 (3)(e), this correspondence serves as notification that a Phase V Remedy Operation Status(ROS)Opinion Report was submitted to the Massachusetts Department of Environmental Protection (MassDEP) for the above- referenced location (the disposal site). The selected remedial action alternatives for the "disposal site included monitored natural attenuation(MNA)and groundwater sampling. A copy of the ROS Report, as well as all other applicable documents pertaining to the subject site, are available for review at the MassDEP, Northeast Regional Office,.205B Lowell Street, Wilmington, Massachusetts 01887. Sincerely, SOVEREIGN CONSULTING INC. 1 Tamara Hagre Project Manager cc: David Weeks-Motiva Enterprises LLC(attached within report) Trickett Realty Trust-current property owner(attached within report) Clart Realty Trust current property owner of 8 Foster Street(attached within report) MassDEP Northeast Region(attached within report) 4 Open Square Way, Suite 307 • Holyoke, MA 01040 •Tcl: 413-540-0650 • Fax: 413-540-0656 January 9, 2012 Mayor Kimberley Driscoll Salem City Hall ` 93 Washington Street Salem, Massachusetts 01970 Mr. Larry Ramdin,Health Agent 120 Washington Street,4th Floor Salem, Massachusetts 01970 Re: Availability of Phase V Remedy Operation Status Report Former Shell-Branded Service Station#137838 111 North Street Salem,Massachusetts RTN 3-26179 Dear Mayor Driscoll and Mr. Ramdin: In accordance with the Massachusetts Contingency Plan (MCP) 310 CMR 40.1403(3)(e), this correspondence serves as notification that a Phase V Remedy Operation Status and Remedial Monitoring Report (ROS-RMR) has been submitted to the Massachusetts Department of Environmental Protection(MassDEP) for the above-referenced location(the disposal site). A summary of findings and conclusions for response actions at the site have been provided in the July 2010 Phase IV Remedy Implementation Plan, as well as subsequent semi-annual Phase V ROS-RMR Reports prepared for the site. The selected remedial action alternative for the "disposal site" is monitored natural attenuation (MNA) documented through routine groundwater sampling. Data are being collected at select monitoring wells to support that the selected RA serves to control the extent of the plume, and will lead to the attainment of a condition of No Significant Risk at the site. A copy of the Phase V ROS-RMR, as well as all other applicable documents pertaining to the subject site, is available for review at the MassDEP Northeast Regional Office located in Wilmington, Massachusetts. If you have any questions regarding this correspondence, please contact the undersigned at 413- 540-0650. Sincerely, SOVEREIGN CONSULTING INC. Tamara Hagie Project Manager cc: David Weeks- Motiva Enterprises LLC(attached within report) MassDEP Northeast Region(attached within report) Sovereign File-2R814 4 Open Square Way,Suite 307 •Holyoke, MA 02048 0 Tel:413-540-0650 • Fax:413-540-0656 �ormrrq CITY OF SALEM MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT - 120 WASHINGTON STREET, 3RD FLOOR s 1 ( q SALEM, MASSACHUSETTS 01 970 TELEPHONE: 978-745-9595 EXT. 380 �``C/MiKg ooh FAX 978-740-9846 KIMBERLEY ORISCOLL MAYOR April 5, 2012 Trickett Realty Trust 111 North Street Salem, Massachusetts 01970 c/o Attorney Joseph C. Correnti Re: Landscape Plan Dear Attorney Correnti: I am in receipt of your letter and plan dated March 16, 2012 on behalf of your client, Trickett Realty Trust, owner of the property at 111 North Street. Your correspondence is in response to my Order dated January 30, 2009, in which I directed that plans be submitted, prepared by a landscape professional, addressing the landscaping issues behind the building to the rear of the property. You have submitted a professionally prepared Planting Plan dated March 2, 2012, stamped by Lorayne Black, ASLA, Registered Landscape Architect in the Commonwealth of Massachusetts. You have stated and I have confirmed that this plan is the result of collaboration with the landscape architect hired by the abutters to the property. The Plan, as submitted, includes 85 new trees and 94 new shrub plantings, as well as ground seeding and a new retaining wall, all built upon an engineered Grading Plan as referenced in the Plan Notes. The plan is intended to provide an adequate landscape buffer between the 111 North Street property and the residential neighbors. After reviewing the plan, I find that this plan meets with the requirements set forth by this office and adequately addresses the landscape buffer requirements intended in the 1970 Zoning Board of Appeal Decision for the property. However, because this plan incorporates all new plantings, which will take time to mature, the following conditions are put into place to insure successful and maintained growth of the landscaping, so as to achieve fuller screening and buffering of the property in the future. Conditions: 1. All plantings, seedings, mulch, grading and other work shown on the Planting Plan is to be done per plans and dimensions as submitted, with a stamped as-built plan to be submitted by the property owner upon completion of the work; 2. An appropriate in-ground irrigation system shall be installed to water the plantings; 3. The rear of the building is to be painted brown so as to prevent glare to abutting neighbors to the rear of the property; 4. To insure the plant material thrives and matures, the owner shall not stockpile snow and ice, often containing salt and sand, on the planting beds; 5. Soft security lighting only shall be installed to the rear of the building; 6. All debris, dirt piles, etc. are to be removed from the property prior to the issuance of a Certificate of Occupancy; 7. The plantings are to be guaranteed by owner for a minimum of two years. Any planting that dies or fails to thrive is to be replaced at owner's expense. To ensure plantings are replaced as necessary or that more may be added if deemed necessary by the City, the owner agrees to deposit $3,000.00 in an escrow account held by the City of Salem for a period of two years with any unused balance to be returned to the owner after two years; S. The ongoing future maintenance of the landscaping shown on the Planting Plan becomes an obligation of any owner of the property and a condition to a Certificate of Occupancy for the property. Very t ly yours, Thomas St. Pierre Zoning Enforcement Officer t SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 978-744-0212 JOSEPH C. CORRENTI May 1 2012 FACSIMILE Y 978-741-4683 Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 Re: 111-113 North Street Dear Commissioner St. Pierre: In response to your April 5, 2012 letter concerning the landscape plan for 111 North Street, enclosed please find a check in the amount of $3,000.00, payable to the City of Salem, pursuant to Paragraph 5 of the list of agreed upon items. Please provide to me a written acknowledgement that this check is received by the City and will be placed in a City escrow fund for landscaping use outlined in your letter. Very truly yours, Trickett Realty Trust By its Attorney, 0 Joseph C. Cor ti JCC:dI Enclosure cc: Trickett Realty Trust Elizabeth Rennard, City Solicitor XONDIT��o CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR ,,Al (1-a SALEM, MASSACHUSETTS 01970 P� TELEPHONE: 978-745-9595 EXT, 380 FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR January 30, 2009 Haralampos Sidiropoulos, Trustee Trickett Realty Trust 1180 Main Street Tewksbury, MA 01876 Re: 111-113 North Street Dear Mr. Sidiropoulos: This Department has been working with all parties involved to resolve the landscaping issues behind your property. At this point, a Zoning Board of Appeals Decision as well as a landscape drawing,both dating back to August of 1970, have been located. This Decision and Landscaping Plan are still valid and in effect. I have supplied a copy of the Decision and a copy of the plan to your attorney, Joseph Correnti. You are directed to submit plans, prepared by a Landscape Professional, showing your plan to bring the project into compliance with the 1970 Decision. A certificate of Occupancy will beheld up until this issue is resolved. If you feel you are aggrieved by this order, your Appeal is to the Salem Zoning Board of Appeals. Sr'x/' Y, ev > ie r Thomas St. Pierre Building Commissioner/Zoning Officer cc. Scott Grover, Esq. Joseph Correnti, Esq, Elizabeth Rennard, City Solicitor Mayors Office Councillor Paul Prevey TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET,SUITE 414 SALEM, MASSACHUSETTS 01970 WILLIAM J.TINTI WILLIAM B.ARDIFF(1965- 1995) tintiQtintilaw.com TELEPHONE WILLIAM F.QUINN (978)745-8065 • (978)744-2948 MARCIA MULFORD CINI WilliamFQuinn©aol.com OF COUNSEL SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smgroveT@tintilaw.com (978)745-3369 Or COUNSEL www.tintilaw.com MARC P.FREY mplrey©tmtilaw.cum MARCY 1).HAUBER m ha ubcr©tintilaw.com JAMES G.GILBERT jgilbert©ti ntilaw.com September 10, 2009 HAND DELIVERED Joseph C. Correnti, Esquire Serafini, Serafini, Darling and Correnti 63 Federal Street Salem, Massachusetts 01970 Re: 111 North Street, Salem, MA Dear Joe: Enclosed is a proposed landscape plan for the above referenced property which has been developed by the abutters in consultation with a landscape designer. I have also enclosed a narrative of additional requirements that the neighbors would like to incorporate in an agreement to resolve their dispute with the property owner. Please give me a call once you have had a chance to review the enclosed materials with your client. Very t ly yours, Cott . Grover SMG/dlg Enclosure cc: Thomas St. Pierre (by hand) SERAFINI, SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MA55ACHUSETTS 01970 JOHN R. SERAFINI. SR. TELEPHONE JOHN R. SERAFINI, JR. 978-744-0212 JOHN E. DARLING 781-581-2743 JOSEPH C. CORRENTI TELECOPIER 978J41-4683 February 11, 2009 Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 . 111-113 North Street Dear Mr. St. Pierre: As you know, this office represents Mr. Sidiropoulos, Trustee of the Trickett Realty Trust, which owns the property at 111-113 North Street. I am in receipt of your letter dated January 30, 2009, as well as the Decision and plan dating back to August, 1970. After discussion with my client, it is his intent to submit further plans to your office to address the landscaping issue raised in your letter. While it may be impossible to know or replicate what was in place in 1970, a professional landscape plan will be prepared for your review. It is our intent to resolve this matter in a manner satisfactory to both you and the abutters. Sincerely, �L1��(✓ � �r�ilL� Joseph C. Correnti JCC:dl ,, cc: Trickett Realty Trust CITY OF SALEM, MASSACHUSETTS ° 1 BUILDING DEPARTMENT 120 WASHINGTON STREET,3"°FLOOR TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER December 03,2009 James Treadwell A.J.C.P 36 Felt Street Salem Ma. 01970 Dear Mr. Treadwell, Mr. Treadwell, I have asked for and received a parking plan and calculation regarding the parking for 111 North Street. I have enclosed a copy of the plan,and a copy of the Attorney,s letter. I agree with Att. Correnti,s representation that 600 square feet of non-public space is on the Conservative side. I hope this addresses your concerns regarding parking for the site. Tho s StTierre C.B.O. Building Commissioner/Zoning Officer cc. Jason Silva, Elizabeth Rennard, Councillor Prevey e r 'Y i1 SERAFINI, SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI. SR. - TELEPHONE JOHN R. SERAFINI. JR. 978-744-0212 JOHN E. DARLING 781-581-2743 JOSEPH C. CORRENTI TELECOPIER 978-741-4683 December 3, 2009 VIA HAND DELIVERY Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 Re: 111-113 North Street Dear Mr. St. Pierre: Pursuant to your request, enclosed please find a parking layout plan for the proposed Shell North Street gasoline filling station/convenience store. You will note that the building labeled 'convenience store" has a total area of 4,375 square feet. Approximately 600 square feet of that total is used for storage area and is not accessible to the public. This includes area behind the wall of coolers, the utilities area, private office, and bathroom. The 600 square feet is a conservative estimate of the non-public storage area in the building; thus, the remaining 3,775 square feet of "retail' space requires 25 parking spaces at 150 square feet of gross floor area per space. The proposed plan details 20 perimeter parking spaces, plus 8 spaces available under the canopy, for a total of 28 spaces on site. This meets or exceeds the required parking for the site pursuant to the Zoning Ordinance. December 3, 2009 Page Two If you have any questions or require any further information, please do not hesitate to contact me. Sincerely, c�' Joseph C. Correnti JCC:dI Enclosure cc: Trickett Realty Trust dftsum an '' ✓ mv s 4 �.® 4w/E! w i O 1 1 I Yj 1 � I MAI I �1 I IO IMIOI/pp�1 __� O I � L------------------------- 1 _ e ® 4F I 11 1 "r ,r' } - - ,_ --- - - ---- a Iffill1 Al I j./r4 tJNt'l,"I �f•e^r Lo 12, •� 1 ` I fr cSw X &_� .'".a e011ooT T- Jl /, r. •... _ NSI.SK• 1.' 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',,: ;111 S.,.t;; a . ,.:J_ i . . . - D _ __ "�'7� 5 CHECKED ST - - -T . :L a ° CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT 120 WASHINGTON STREET,3" FLOOR TEL. (978) 745-9595 FAX(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER October 26,2009 Trickett Realty Trust Haralampos Sidiropoulos- Trustee 1180 Main Street Tewksbury Ma. 01970 R.E. 111 North Street Mr. Sidiropoulos, This Department has received and confirmed a report that Construction was taking place before the allowed start time. City Ordinance 22-2 (5) allows construction between 8:00 and 5:00 Monday through Saturday. This Department has notified you previously the hours for construction. Future violations of this Ordinance will result in Municipal Code Tickets being issued. If you have any questions,please contact me directly. Tho as St.Pierrre 4 . Building Commissioner/Director of Inspectional Services cc. Jason Silva, Councillor Prevey,Joseph Correnti Esq. LANDSCAPING PLAN REQUIREMENTS FOR 111-113 NORTH STREET, SALEM,MA 1. All recently added road base and mounds of"fill"to be completely removed to a depth of at least 2 feet below intended finished grade. 2. Prior to planting, add a minimum of 20 inches of top quality, screened, compost- enriched sandy loan, spread over the entire rear and side planting areas. 3. Rear and sides of property to be graded so that the slope begins at the building and gradually tapers to the top of the retaining wall with no level space. Finished grade not to exceed 3:1 (33%). 4. Excavate and install retaining wall to be built along the rear and south side of the property within 2 feet of the abutters' property lines and to be made of decorative, interlocking gray stone material beginning at a height of 3 feet in the rear next to the A&A property line and increasing to at least 4 feet in the opposite corner as well as along the south side property belonging to the Yeannakopoulos brothers on North Street. All debris previously left behind to be removed beforehand. 5. Six foot privacy fence to be replaced along the full length of both side properties, as well as extending in a perpendicular fashion to meet the rear corners of both sides of the building. 6. Drainage and soil erosion issues to be addressed by the City of Salem engineers and all recommendations for remediation/prevention of any potential problems to be incorporated into the landscape plan and carried out accordingly. 7. Maintenance Plan contract to be signed, and copies provided to one representative abutter, with a professional landscape company which will address all water and nourishment needs for a minimum of one full year, including a professional drip irrigation system to be installed such that all new plantings receive adequate and consistent watering, as well as appropriate feedings. 8. All chain-link abutters' property line fencing to the rear and sides of the property be returned to pre-construction condition: a.) Chain-link fence to rear of abutters' properties (which was damaged during tree removal) to be replaced with six foot cedar privacy fence. b.) Privacy wood fence, belonging to and abutting 16 Buffum Street, to have split rails and buckled panels (which was damaged during tree removal) replaced. 9. Escrow account to be funded by gas station property owner with $5,000.00 to be used in the event the plantings are deemed by the abutters to be too sparse. 10. All plant materials is to be of the type and size specified on the landscape drawing (attached) and to be sound, healthy and vigorous. All plant material is to have a normal habit of growth. All trees and shrubs are to be planted in accordance with industry best practices. 11. Newly planted areas are to be mulched with a top quality, true, shredded mulch, dark brown in color, to a depth of 4-5 inches. 12. Agree in writing that there will not, at any time, be any pavement of any description installed to the rear of the building and nor will there be any loading or unloading of any type to the rear of the building, via the rear door or any other egress. Also, that the trees and vegetation will never be removed or altered in any way, unless to replace a failed planting, which is to be done at the first feasible opportunity. 13. Install appropriate lighting on the property which deflects glare and spillage form abutting properties. 14. Reimburse neighbors for expenses such as landscape design and legal fees incurred. 15. Oversight of planting by City Arborist Richard Rennard. AYOUB ENGINEERING , INC . ENGINEERING AND ARCHITECTURAL CONSULTANTS NH Branch Office 254-B North Broadway, Suite 206B Salem, New Hampshire 03079 603-894-4828 fax 603-894-4827 Corporate Office 414 Benefit Street, Pawtucket, Rhode Island 02861 office 401-728-5533, fax401-724-1110, email: info@ayoubengineering.com May 29, 2009 Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 Re: 111-113 North Street Dear Mr. St. Pierre: Pursuant to your letter dated January 30, 2009 to my client, Mr. Sidiropoulos, enclosed please find a planting plan and rear elevation prepared by this office, for your review and approval. Please let us know if you have any comments or questions, and we would be happy to discuss them with you. Sier ly, Antho u a, Proje Manager- Ayoub Engineering, Inc Enclosure as Stated cc: Robert Sidiropoulos Joseph C. Correnti, Esquire SERAFINI , DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSET TS:01970 V TELEPHONE JOHN R. SERAFINI. SR. 978-744-0212 JOHN E. DARLING FACSIMILE JOSEPH C. CORRENTI May 1, 2012 976-741-4663 Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3`d Floor Salem, Massachusetts 01970 Re: 111-113 North Street Dear Commissioner St. Pierre: In response to your April 5, 2012 letter concerning the landscape plan for 111 North Street, enclosed please find a check in the amount of $3,000.00, payable to the City of Salem, pursuant to Paragraph 5 of the list of agreed upon items. Please provide to me a writtenacknowledgement that this check is received by the City and will be placed in a City escrow fund for landscaping use outlined in your letter. Very truly yours, Trickett Realty Trust By its Attorney, )Joseph C. Cor nti JCC:dl Enclosure cc: Trickett Realty Trust Elizabeth Rennard, City Solicitor TRICKETT REALTY TRUST SALEM FIVE 1180 MAIN ST ,. ? 01970• SALEM,MA + TEWKSBURY,MA 01876 SALEM, A 13 (978)640=6332; PAY TO THE City of Salem ORDER OF $ � Three Thousand and 00/100"..... ...... ........ . »......::,.,......,.,»»...,....,,:: ».:.,,:,» .::.::;.,».:, City of Salem MEMO - r _ AUTHORIZED SIGNATURI 111 North St- Escrow for Landscaping - 11'0040P3 ?0 . 4 2113 ?0558i: 0899009G41111 M) �oemrq.q CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT m 120 WASHINGTON STREET, 3RD FLOOR a�Q SALEM, MASSACHUSETTS 01970 TELEPHONE: 978-745-9595 EXT. 380 - '�fjM DpP FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR April 5, 2012 Trickett Realty Trust 11 I North Street Salem, Massachusetts 01970 c/o Attorney Joseph C. Correnti Re: Landscape Plan Dear Attorney Correnti: I am in receipt of your letter and plan dated March 16, 2012 on behalf of your client, Trickett Realty Trust, owner of the property at l 11 North Street. Your correspondence is in response to my Order dated January 30, 2009, in which I directed that plans be submitted, prepared by a landscape professional, addressing the landscaping issues behind the building to the rear of the property. You have submitted a professionally prepared Planting Plan dated March 2, 2012, stamped by Lorayne Black, ASLA, Registered Landscape Architect in the Commonwealth of Mass aChuSCdS. You have stated and 1 have confirmed that this plan is the result of collaboration with the landscape architect hired by the abutters to the property. The Plan, as submitted, includes 35 new trees and 94 new shrub plantings, as well as ground seeding and a new retaining wall, all built upon an engineered Grading Plan as referenced in the Plan Notes. The plan is intended to provide an adequate landscape buffer between the l 1 l North Street property and the residential neighbors. After reviewing the plan, [ find that this plan meets with the requirements set forth by this office and adequately addresses the landscape buffer requirements intended in the 1970 Zoning Board of Appeal Decision for the property. Flowever, because this plan incorporates all new plantings, which will take time to mature, the following conditions are put into place to insure successful and maintained growth of the landscaping, so as to achieve fuller screening and buffering of the property in the future. Conditions: t. All plantings, seedings, mulch, grading and other work shown on the Planting Plan is to be done per plans and dimensions as submitted, with a stamped as-built plan to be submitted by the property owner upon completion of the work; 2. An appropriate in-ground irrigation system shall be installed to water the plantings; 3. The rear of the building is to be painted brown so as to prevent glare to abutting neighbors to the rear of the property; 4. To insure the plant material thrives and matures, the owner shall not stockpile snow and ice, often containing salt and sand, on the planting beds; 5. Soft security lighting only shall be installed to the rear of the building; 6. All debris, dirt piles, etc. are to be removed from the property prior to the issuance of a Certificate of Occupancy; 7. The plantings are to be guaranteed by owner for a minimum of two years. Any planting that dies or fails to thrive is to be replaced at owner's expense. To ensure plantings are replaced as necessary or that more may be added if deemed necessary by the City, the owner agrees to deposit $3,000.00 in an escrow account held by the City of Salem for a period of two years with my unused balance to be returned to the owner after two years; S. The ongoing future maintenance of the landscaping shown on the Planting Plan becomes an obligation of any owner of the property and a condition to a Certificate of Occupancy for the property. very t ly yours, Thomas St. Pierre Zoning Enforcement Officer _ . _ . . .... IQJ VVZ/VUZ SERAFINI, SERAFINI, DARLING & CORRENTI, LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM, MASSACHUSETTS 01970 - JOHN R. SERAFINI, SR. TELEPHONE JOHN A. SERAFINI, JR. 976-7A6-Q212 JOHN E. QARLIHO 781-68I-2743 JOSEPH C. CORRENTI TELECOPIER 876-741-4663 February 11, 2009 Thomas St. Pierre Building Commissioner/Zoning Officer City of Salem Public Property Department 120 Washington Street, 3rd Floor Salem, Massachusetts 01970 Re: 111-113 North Street Dear Mr. St. Pierre: As you know, this office represents Mr. Sidiropoulos, Trustee of the Trickett Realty Trust, which owns the property at 111-113 North Street. I am in receipt of your letter dated January 30, 2009, as well as the Decision and plan dating back to August, 1970. After discussion with my client, it is his intent to submit further plans to� Our office-toaddressthe landscaping issue-raised in your letter. While it may be impossible to know or replicate what was in place in 1970, a professional landscape plan will be prepared for your review. It is our intent to resolve this matter in a manner satisfactory to both you and the abutters. Sincerely, lei Joseph C. Correnti JCC:dI VV cc: Trickett Realty Trust v4 0Dlr A CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET. 3RD FLOOR SALEM. MASSACHUSETTS 01970 TELEPHONE: 978-745-9595 EXT 380 186 DtP FAX: 978-740-9846 KIMBERLEY DRISCOLL MAYOR January 30, 2009 Haralampos Sidiropoulos, Trustee Trickett Realty Trust 1180 Main Street Tewksbury, MA 01876 Re: 111-113 North Street Dear Mr. Sidiropoulos: This Department has been working with all parties involved to resolve the landscaping issues behind your property. At,this point; a.Zoning Board of Appeals 'Decision as melt as a landscape drawing, both dating_back to August.of.1.970,,have-been located. This Decision and Landscaping Plan are still valid and in effect. I have-supplied a copy of the Decision and a copy of the plan to your attorney, Joseph Correnti. You are directed to submit plans, prepared by a Landscape Professional, showing your plan to bring the project into compliance with the>1970 Decision. A certificate of Occupancy will be held up until this issue is resolved. If you feel you are aggrieved by this order, your Appeal is to the Salem Zoning Board of Appeals. Sinc Y, ✓' Thomas St. Pierre Building Commissioner/Zoning Officer cc. Scott Grover, Esq. Joseph Correnti, Esq. Elizabeth Rennard, City Solicitor Mayors Office Councillor Paul Prevey TINTI, QUINN, GROVER & FREY, P.C. 27 CONGRESS STREET, SUITE 414 SALEM, MASSACHUSETTS 01970 WILLIAM J.TINTI - WILLIAM B.ARDIFP(1965- 1995) tinti@tintilaw.com TELEPHONE WILLIAM F.QUINN (978)745-8065 • (978)744-2948 MARCIA MULFORD CINI WilliamFQuinn@aol.com OF COUNSEL SCOTT M.GROVER TELECOPIER JOHN D.KEENAN smgrover@tintilaw.com (978)745-3369 OF COUNSEL www.tintilaw.com MARC P.FREY mpfrey@tintilaw.com MARCY D.HAUBER mhauber@tintilaw.com JAMES G.GILBERT jgilbert@tintilaw.com January 12, 2009 VIA TELECOPIER (978) 740-9846 Mr. Thomas St. Pierre Director of Inspectional Services 120 Washington Street,3'dfloor' Salem, MA 01970 RE: 111-113 North Street, Salem, Massachusetts Dear Tom: I represent a group of Salem residents whose properties abut the property at 111-113 North Street, Salem, Massachusetts (the"Property") owned by Haralampos Sidiropoulos, Trustee of Trickett Realty Trust ("Trickett"). After purchasing the Property last September, Tricked proceeded to compieteiy clear ali the existing trees, shrubbery and other vegetation behind and on both sides of the Property. This action was a clear violation of a Special Permit issued by the City of Salem Zoning Board of Appeals in August, 1970, notice of which was recorded with the Essex South District Registry of Deeds (copy attached). The Permit, which allowed the construction of a service station on the site, specifically required the property owner to leave all trees to the rear of the property undisturbed. The record of the proceedings before the Board of Appeals makes it abundantly clear that the Board issued the permit upon conditions which preserved the natural and dense screening between the residential properties on Buffum Street and commercial activity of a service station. Myclients have tried over the course of several months to work with Trickett to solve the problem', however, we have encountered nothing but empty assurances and missed deadlines. Mr. Thomas St. Pierre January 12, 2009 Page Two I am writing now pursuant to M.G.L. c. 40, Section 7 to request that you take action to enforce the terms of the Special Permit by rescinding Trickett's Building Permit until the violation has been rectified. I appreciate your attention to this matter. Very truly yours, . rove All—� SMG:kr C: Timothy Love (Via Email) Paul Prevy(Via Email) Joseph Correnti, Esquire (Via Telefax) THE COMMONWEALTH OF MASSACHUSETTS _^. !:.......s........... .. .._._ ._..........r.......... ......... ...... CITY OR TOWN BOARD OF APPEALS __._....•-•-_...:5?: 7.3.a_..7.9�t) 19 NOTICE OF VARIANCE Condilic-aril i:r Limited Variance or Special Permit (Cr;..:ra laws Clanntcr 40A, Section 18 ae amended) Notice is herchy given that ,, Contlitieral or Limited Variance or Special Permit has been granted To..............:1_--t.•:•1n� _ . r Tnn:tnslAN c/a Stirr--- orT. CO Cl�e�ner or Petitioner Address.......5_ .... S--T r t `.?J YORK. NEW YORK .............................................................................. Cityor Town------ -•------•------------------ -------------------------__-----.---•--•-•-----•--•-----_._•-••--- ----•-•--•--.._.._ .................-r-----------'- --- - --................. .--- -•-------------..-_....._..• •----••_._......_._...._... .........__.._._. SALEM. MASS, Mrntify Laad Affected ........... ••--••--•••..._•••----•------•-------------- _..._..--•..................•...._...................... City by the Tawrrof_.._.--_--_SALP_�t..-- Pt--A:;• ............•-•---....-Board of Appeals affecting the rights of the owner with respect to the use' of premises on. ........... .:1_l_-_71.3-_A[OrzT�L-.SZRL"a=.............................Sr-I_ K__.riliSS-.....•-•=- streat ----:..---•---••---•--- . City or lbwa the record title standing in the name of MTTTON ADESS & PF,t'1? T TOOMASTAN C0- SHELL OTL CO. ......................................................... -------------------------------------------'....................................... whose address is---52 WF,STi nd-----EmriE-Im:_.......N-F.w-_Y.0[?K................11akt--yfliu ........ Street City or To.. State - by a deed duly recorded in the_SnTJTH P SSGX County Registry of Deeds in Book ................. Page................. --------------------------------------------Registry District of the Land Court Certificate No................. ................Book ----------------Page-----------_---- The decision of said Board is on file with the papers in Decision or Case No_______________________ City in the office of the T•own-Clerk__--_nT)CUSTTTtF--:T-,--TQnMY---....---------••--- Signed this....Il.h.day of._AlfiV--•S.'p_._ 97o..__-__-•-_:----..196 Board of Appeals: A .:Board of Appeals... . .. ......... (Act .........................Clerk Board of Appeals" ..............................19....... at--------------o'.clock and--------------------------------minutes ....114. Received and entered with die Register of Deeds in the County of__________________________________________ Book........................ Page........................ - ATTEST ..........................._................................................ Register of Deeds Notice to be recorded. by Land Owner. FORM 1094 moeos a WARREN. INC.. REVISED CHAPTER 262.1069 Salem Deeds -Deeds Online Page I of 1 FIRST DIST SALEM SEE ECOR!13�I�J L LIWO MNTOfl RANTEE SALE OSWJ ) OPTION AD" TH ST HELL OIL COMPANY :—..105 3R3I1 B)0 8 MPANIL OMNTEE SALE )J DTC OF OPTION NORTH STOIL - iID� HH/�9ORAP IY IS )/20119)0 RANTES OEOfl %uLJU NOTICE N OF O5Q04M I XI� TOR RANTES SWAN SOW OEASEA OPTI0N9 UMPHREY PLEASANT STS 6 GLEN RD L0T 12 I nl OMP OIL 5 1000/1W0 MOR GRAJNTEE 5)23 01)❑ ORTAMENDI.SE RES0LUD0NSEEMMILM HELL OIL MPANY y 1040,107 OMNTOR GRANTEE 5)2J OJ2 UBOR LEASE AO LSE JAN 201 W9 ❑❑ J OR �� MPANY u ❑ryU� �Hi811810 MOR RANTES❑05]2< B ' UBLEASE EE IBgaW HELL OIL MPANY IIB 11119/19 RANTOR OMNTEE 9plEM 121 ONING NORTH ST ELL OIL ARMNCE COMPANY 12 12pI1970 9 ELL OIL RHNTEE OSIJ1 1W RMN OF LEASE EE 1106.1)9 J OMPMY I�Ju� I09 I211LI87O GRANT 0R I�]RANTESIII�II�55/YA�II�IIIu3fII�f �I OMWNOLSALE EE N58 AM)G5B8 nn� SHELL OIL u � IIIII�IiIIpIIIIRI''II OMP OI '9 159 TIRA0W0 MNTOR TEE SALEM W J22 REEMENT NORTH ST J SMELL OIL COMPNNY ry 1B0 12/A/19)0 GMNTEE MNTOR SALEM OS23B J26 GEED BPIAN NORTI BT IJ �SXELL OIL �� OMPANT '9183 �1MI)MOM GMNT0R RANTER SOLEA 110 LAN plANl OPOGRAP4IGLPLNIOFLOTAREASONNORTHST.REC0.3)W 118 �I SHELL ANY NP.J35 COMPY • � 5 t 1'iv of crxlEm, � ` ct�57Cii1IaP#�� u C G 1 3 42 ;AI 1 70 of Appeal CIT t T5TC` cSY� PETITTON OF SHEI.I, OIL COMPANY , INC. , FOR WILLIAM E. A�Rorr :`r'ik(. im. PFPMFT TO ALLOW CONSTRUCTION OF AN AUTOMO- J..rs H. NJVCOER DTLE SERVICE STATTON AT 111-113 NORTH STREET AFTER JG)EYII 4. ..V LC J,,,N ., I.HA.. $R. DEMOLITTON OF EXISTING SERVICE STATION AT SAID LOCATION. A lIT14UR LAUHECCVE 1M.R1 V. TANIM J. NORMAN WLLCH, JR. The Inspector of Build.in�,s refused to issue a permit to construct a new service station at this location as the existing use is non conforming for this district , zoned B-1 , Nci.;?hborhood business, and referred peti- tioning company to the Board of Appeals. The City Zoning Ordinance al- .Lows such a use in accordance with Section V-B-5 "Special Permit Uses, ]�-1 Districts" , when permission is obtained from the Board of Appeals. Hearing was held on this appeal pursuant to notices mailed postpaid to the petitioner, abutters , board members, and others, and advertisements published in the Salem Evening; Nows. All Board members were present , excepting Mr. Doyle who was unable to at- tend. Counselor David T. Doyle appeared for petitioning company with Mr. Edward Gallagher of said company. Oppearing in opposition with the Ward Councillor George McCabe, were Mr. Yeannakopoulos , Mr. Ercha , Mr. anti Mrs. Wm. Heffernan, Mr. James Godfrey, and Mr. and Mrs. Robert Nelson. The Board studied the facts presented by the petitioner and opponents, and it was the opinion of the Board that since a service station was pres- ently in existence at this location, that a Special Permit was warranted and would be in the best interests of the commudity and the district; it was the further opinion of the Board that the demolition of the present station and the construction of a new station of colonial design would promote the public health, safety, convenience, morals and the welfare of the inhabitants of the City. At a meeting of the Board held on July 27, 1970, it was unanimously voted to issue a Special Permit to Shell Oil Company, Inc. , to cop:,truct a gas- oline service station of colonial design in coiformity wit, he service station building presently existing at the corner of 934 Masaachnsetts Avenue in Arlington, Massachusetts, as shown in photograph r;%' snme sub- mitted to this Board; the petitioner shall have the further ,:8iir;ation of the maintenance of the property to the rear line; the cornstruct.ion of ' the said building and the landscaping, shall be in accordance •,-cith ± i::: new plans submitted by the petitioners to meet the objections of the nci ; bors , ::nd which are further incorporated in a letter from '.he peti9::ionors ' :ittor- n,�y , David T. .Doyle , to the Board , dated July 1.6, 1970, and e,fl i.d ;)i.nrls nd letter become an integral part of this decision. } BOARD OF 'S PEPIAL PERMIT GRANTED AS nFQUESTED. 13Y _ -- Secret::r,• - - r M I.'1 4�' r .•�i. y R[r F. .r r r� (�z# afjFahul, AUG IJ 3 42 PH '70 of JApyt l CITY A.( y j�,J.gghi�VPRTITTON OF SHELL, OIL COMPANY, INC. , FOR WILLIAM f. r�°I'gTY � „ i;.!i•,(, I�L; PERM-TT TO ALLOW CONSTRUCTION OF AN AUTOMO= JAMI... IL °UUL°C° JU.f ASI f, UU YLG BTL.E SFPVTCR STATION AT 111-113 NORTH STREET AFTER Jrnn: M. onAY. ,A. DEMOLTTTON Or FXIST'.ING SERVICE STATION AT SAID LOCATION. AIIIHUn LACIflILUUE .I-IF" Y. TANGI J N110NIP1 11LCII, 11. Tlie Tnspector .of Bu.ildinr,s refused to issue a permit to construct a new service station at this location as the 'existing .use isnon conforminr . for this district , zoned 13-1, _ Nei,,bboirhood business, and referred peti- tion.inp company to the Board of Appeals.- The City Zoning Ordinance al- lows such a use in accordance with Section V-B-5 "Special Permit Uses, B-1 Districts" , when permission is obtained from the Board of Appeals. Hearing was held on .this appeal pursuant to notices mailed postpaid to the petitioner, abutters , board members, and.. others, and advertisements published in the Salem Evening News . All Board members were present , excepting Mr. Doyle who was unable to at- 'te.nd. Counselor David T. Doyle appeared for petitioning company with Mr. Edward Gallagher of said company. Appearing in- apposition with the Ward Councillor George McCabe, were Mr. Yeannakoppoulos , Mr. Ercho , Mr. . aiid Mrs. Wm. Heffernan, Mr. James Godfrey, .and Mr. and Mrs. Robert Nelson. The Board studied the facts presented by the petitioner and opponents, and it was the opinion. of the Board that since a service station. was pres- ently in at this location, that a Special Permit was warranted and would be in the best interests of the community and the district; it was the further opinion of the Board that the demolition of . the present station and the construction of a new station of colonial design would Promote the public health, safety, convenience, morals and the welfare of the inhabitants of the City. At a meeting of the Board held on July 27, .1970, it was unanimously voted to issue a Special Permit to Shell Oil Company, Inc. , to ccpst.ruct a gas olive service station of colonial design in codformity with the, service station building presently. existing at the corner of 934 Massachusetts Avenue in Arlington, Massachusetts, as shown in photograph of same sub- mitted to. this Board; the petitioner shall have thefurther obligation of the maintenance of the property to the rear line; the cons ':ructi.on of the said building and the landscaping shall be in accordance with the new Plans submitted by the petitioners to meet the objections of the nei(rhbors, and which are further .incorporated in a fetter from. the petitioners $ attor- ney, David T. Doyle , to the Board, datdd July 16, 1970, and said plans and letter become an integral part of this decision. BOARD OF APPEAT,S . SPECIAL PERMIT GRANTED AS REQUCSTED. BY Act. ) Secretary y DOYLE d DOYLE • ATTORNEYS-AT-LAW - Itr-cri Bt WASIINGTON STREET SALEM, MASSACHUSETTS 0197D JDsePH P.DorLe n `GG f Q f • JOSEPH P.DOYLE,JR. PHONE:744.MW 42 DAVIP T.DOYLE ! y n¢ MAURICE A.CHOUINARO GITI V SALEM 1i•IAS5 . •• I . , . .. J»ly 16 , 1970 BOARD. OF .APPF xT:S . .City of Sal ee! �a1am, Macsaehn:-�t�� Gentlemen: This office red hr Sh.(,.11 Oil. Comp anv concer-ni.nn a special permi.t for t?;P cn,)struction of a gasoline service station at 11.1.-113 North zf-rrf+t, Salem, Mass ar.hltsotts. A hearing was held he 'r' '. hr fill.l. Board on. April. t , 1970, at which time the Rn^r:( : n.,7 khe matt under. advisement. Subsequent thereto th- Rnr,,d s,.trnostod that AttorneNGeorge F. McCabe in his capnrif-b 'Is Ward 6 Coelneillor and I as the Attorney. for Shcli, 09.1 Comnany attempt to resolve the Problems presented by the nr .tet bars, In ennformi-t;> withthe Board's di.recti.ve , !.,c h�'ec+ had di.sc,tssi-nns. with all parties concerned. To meet the obPct;.ons of the nei.cvhhors, the plans have been modified in the followingmanner: 1. Chnnged landscapi.nn on the left hand side of the property to alleviate compl:ai.n* ahnut <Yrade conditions and. to ko^_n the retaining wall there. (Yeanna?zoiol.olis side) . 2, Movod the rear yard Pa•>omPnt line ten (1.0) Trot flfrthr. r away from the rear property line, 3. Changed th.e locati-on of the *.ender-rotor A t^nks so that thrN> are . now closer to the street. m 4; Relocated the five foot Cedar screen fonco to t-hr top of the slope in the rear to farther screen the rnrv,.cr station yard .from the re.nr_ and the side nror.erties. 5.'' Relocated the rubbish area From the reer of. tho station to the. side. DOYLE & DOYLE ATTORNEYS-AT-LAW _ 81 WASHINGTON STREET W }}{{ n �1� :'f(1 JOSEPH P.OOYLIS SALEM, MASSACHUSETTS 01974TG t J J 42 f it i JOSEPH V OOYLE.JR. PHONE:7444XW ' C.tl'y 'v.-t.. :J jI-1'tCiE OAHO T.DOYLE SALEM. IWAS S. HAYRICK A.CHOIJINARV .h1I;' 16, 1x'70 • GtlnnrYpCl. {-}lr• rr'1!�n I:+� '>Ard to redox , heir*ht- of thr rfntion property, the ov�ra ..l 7. A!reed t.c jenVe .qk J�12. tr;`('.4 to the re;.1._,t clear the underbrush on,! + , n! wi-1 lows in the treelPsG area of, the rcnrr { 8. Chnstod 'thr 1.^nr,,.r._ ., :r,. on the r;r. ht side of the station (Tobi side) 9. Made kr01on to t,;e ;,; },SYR that Shell, oi.l: Ccmnnn +, Inc. wasagreeable to cbpn -e frr,m a Colonial. to a Parch Style design to reduce :'t,:• nwwrnll. he;�ht of the >,„i ldi,j as seen from a rear 7,�r7 ,nct ve. Ths Company is still willing to do .thi.q if the Board diems it advi.sah,04 A new .plan incorporatinn oil of then, than<Yes his been fi.l.ed with thn. Rnildi.ng Tropector, Mr. Daniel, q,yrj a letter, from Attorney l ecr u McCabe, i i �'"n, along y1th the neighbors and Attorney noorne MoCn?.r- still emphasize that service station and no n!Yrpn St.I_�.l object �tn the m'nt rn,,.ld he rennhed that thn Special permit could he grnntad on thn conditions ns heroin specified. As I said at the mreti.n<r before T tn+rrrrd *hn Ol.d ROrvi.rf station wit! remni rin nnY --ent and the , . prmt p17Yp( qe will he to cor4r"ct n atne ion of col-onin'7_ desion with constrncti-on nrl nalmisition rnetV to approximate $i.80,n0o.00, rPxthis Iermipectfnl.1.y rer;uost thr.t the 11x7 oat rt f. -1. on 1970.o permit at it , s next meati nor wh;e•, , ^ Afnndnv 7,1? v ?7 -_70. Thant..- you fpr yonr cnnsi dernti-nn. Vn.ry tr1,1 v you.. + mm D vial T. Cr,; Uil-l.i.<nm bbottr \) CC: -Apra TAnC!t .-James II. Roul.rrerao:.man ;•]r.-r:h john M. GYa}', Sr. Attorney Geor.*e A Arthur F tn� a} E. haRrorau� o �n- .THE COMMONWEALTH OF MASSACHUSETTS S . n .......... .. ..... .,.............i, .... ..r..................M.. .......................n on ...:.. towR BOARD OF APPEALS ................9L7 U..G:C..1.1.....7_ ?_7.1).:......19 i:=v''nICE OF VARIANCE Coanditiou-il sr Limited Variance or Special Permit (G, ZO L.ws Chapter,40A,Section 18 as amended) _ Notice is hereby given that a Conditional or Limited Variance or Special Permit has been granted ,i, 170N. a. ,' : " 1: : ? :r TnnMASTAN c/o slirT.T, of i., CO To..............: .........- . Owner or Petitioner Address._.._�2•-!ErST ;2r1 l r,. . �;t-is YORK, NEW YORK - z :..:.................._............................. _ City or Town......:........ .................................................. ..................................... ..................... ................. ................. SALEM , MASS, ]dentify Land A@'ectod .......................... ......... ............------ .......".,-------------------:.......................... City by the Tmvtrof............ ................... .................Board of Appeals affecting the rights of the owner with respect to the use' of premises on. . .._.......Ja_J.-.]1,3._AL473T.ILtTt ;: _t:--------`-----•-------------S Street City or Town..........:. . --------------------- - the record title standing in the name of MILTON ADP- SS & PF-TPI? 'T TOOMASTAN CIO SHELL nTL CO, ......................--_.._........_..:_..........--•---............---•-----•---'----................................... whose address is...r2W ..._ . -----c tr-r.T-'-..--•-- _ Q ................—NFW..1 )R L _,__.... street City or Tow. Stott by a deed duly recorded in the.S(1T1TH RSSFX County Registry of Deeds .in Book Page................. .......„_...___,,,_.,._.-;-_-: .Registry District of the Land Court Certificate No.................. ................Book ---- ...........Page................ The decision of said Board is on file with the papers in Decision or Case No....................... City in the office of the Town-C1erk.....A.JOUSTTr?r ............................................. Signed this....1.1Aday of...AU'I B.T...197Q...........:......196 Board of .Appeals: a , • - Chairman Boar d.of Appeals ......-----•.• A e t )clerk Boerd of Appeals ............................................19........ at..............o'clock and...-............... ...minutes ....M. Received and entered with the Register of Deeds in the County of............................. Book........................ Page........................ ATTEST ......:..................................._......:.......................... Register of Deeds Notice to be recorded. by Land Owner. FORM 1094 HOBBS & WARREN; INC., REVISE[) chenT¢e 212.10.2 DOYLE & DOYLE, . ATTORNEYS-AT-LAW 81 WASHINGTON STREET 1t JOSEPH F. DOYLE SALEM, MASSACHUSETTS 0187(1 Allf� ` 34 JOSEPH F.DOYLE.JR. - PHONE 744-0620 - f 1 DANA T.DOYLE . DITY V��:..L, •. 1�FIN WAURICE A.CHOUINARD SALEM. IM A S S. July 162 1.97C .kOAR.D OF APPEI'T:S .City of Salem �a _,Pm MAcSachti�nl �.a Gentlemen: This office rhe Shill Oil Comp?ny concerni-ng a special_ permit for rig^ co-st-ruction of a gasoline service station at '111-113 Nnr`h ^± rret , Salem, Masnach»setts. A hearing* was held. hef I r Y?Ie fila Board nn 'April. 1. , 197p, at which time the g,,ar'? n., t.hematter under. adyi e:emnnt. Subsequent thereto the Rn�rd ^uf�*estnd that' Attornev George F. McCabe in his capnrlk-y ns Uard 6 Cot!neill.nr and I as the Attorney . for SWI. nil Company attempt to resolvethe problems presented by tho no .7 hers. . In conformity with the Board's directive , pr h?ve had disc*issi. --ns with all parties concerned." To' moet the objections of the neic�hhors, the plans have been modified in the f_nllowin(� manner: 1. Changed landscaping on the left hand side of the proporty to alleviate comrl:ai.nt ahout grade conditions and to koe- the retaining wall there. (Yeannakopol.ovis side) . 2: Moved the rear lrird Pa-emert line ten (l.0) fent fiirthnr away from "the rear property line, 3." Changed the location of the 1.indervrourld tanks .so that they are , now closer to the street. 4; Relocated the five foot Cedar scieon fenco to the top of the slope in the rear to further screen the P�- -V_Tcn station yard from the. renr_ and thg s%d;- rror.e.rties. 5. Relocated the rubbish area from the rear of. . tbn -cation to the. side. :ate DOYL€ $ DOYL€ pFrF„13, 31 • ATTORNEYS-AT-LAW 81 WASHINGTON STREET �p °p SALEM, MASSACHUSETTS 01970F:LG 13 42 1 dJ JOSEPH P.OOYL@ -- • JOSEPH P.OOYLE.JF. PHONE:744.06W MIO T.OOYLE C`�l . SALEhL MASS. NAVPICE A,CryOUINAHO T.1n..rrl nc Jlli;* 15 , 11-70 .. ^Ard to red3,rr, , hei-h L- of t the ovnra,..l �•'a' "tnt7.on pronort V. 7 . f!!7�reedt, {L 411n ail [ fhC tr;e.c to the r4'..]'_•, C1_2aJ” the undcrhrrlsh rnd PpA»'f yWMQ!pinK rSi.l lows in the tr(, eC ' area of. the v-nnr slap-d•. f 8.' Chnn-ed the TnrrT-,,- • :r;• nn the r; rht side of the ;,tati_on <Tob%n side) 9. Made ?mown to ti;o :-. t ht, rs that 5he11. Oil Ccmnnn;< nc was agreeable to r1,: r f ,�n a Col.onia.l. to a Panch St desiI . `n to redu.c� t,:. ,. :;•i-a11. he;^hr of the .1,1351_ai nr< ns seen from a renr r.^r. eCtGe. The. Company is sti.l_J. willing to do .this i f the Roard rlcem> it ndvi.sahl.e , A new .plan incorporatinn ^1-1: of them ..Chan<rnc ha., with thr� Rllildincr Ins-oc>-nrMr„ j) ni.,l, ntRrl.nn , a) nnfr `.•7 *}t a letter, from AttornCy Gecrre McCabe. i do emphasize that the neighbors and Attorney n Borne MOC:lbe still ob;ect to the service. Rtati.on and no aarenm,-nt rrn,l.ri h, re•�nc�d *1, t t r sTeci_al permit could he Kron'_-ed on thn condi tions n; he-^ei_n specified. As I said at" the mreti.n« hefhrr od.d Rervi.re. station ;<Til.j. remai r,' in. rr ^,vent.' ^nd t1, nr r n rrcn of this special rarmit wi.l_7_ he to cor.RtrgCt a �tntion of colonial_ desirrn with constn)ction nnel acaaisitinn rnsFs arproximate. $1.801000.00, I re�pectfill.ly reriuest t.hnt the lie rel net f.3vor.rhl - on this permit At i.t , s next meetin.TSr`, %r') i F Mondn" Jn? v ?7 1470. Thant- l-ou For vonr consider:^ttnn, , Vnry trl,l_n coil` DAvid T. _ T,)o••T r �� - l)7.:mm = CC: 144AIJom Abbott CC' rlrlery 'pinch Jamcs 11. Roul.rrerNorman ideich John M. Gray, Sr. 4ttornap Gc.or*e *)cCahr Arthur ' T,RRre(—,quc Rrrr' if7 of clan, CIiiIS52iCl�lI3P#� 1ieC i i I 6T 1_ 3 42 : tr so varb of �Appral CITY�[i.•r; it;,7,C:`: 't�rtF "I?'"LTTON OP SHF.I.i. OIL COMPANY , INC. , FOR .. .plVOTT `^Ar'i�( PF.?)I IT TO ALLOW CONSTRUCTION OF AN AUTOMO- ^"" " ...L°L" RTLE S"r?7VIC1- STATION AT 111-113 NORTH STREET AFTER 1.::!PI. 1 IIJVLE „ DF.MOLITiON OF' hxisr[NG SERVICE STATION AT SAID LOCATION. .iniirun l.wu.C4JE Lai n. a. rnrvc" L 111l-IAI MLC", 1A, The Tnspector of BuLldin,,s rofrnsed to issue a permit to construct a new service station at this location as the existing use is non conforming for this district , zoned (3- 1 , Not.,71tborhood business, and referred peti- ri.oninp companv to the Board of Appeals. The City Zoning Ordinance al- lows such a use in accordance with Section V-B-S "Special Permit Uses, H-1 Districts" , when permission is obtained from the Board of Appeals. Hearing was held on this appeal pursuant to notices mailed postpaid to the petitioner, abutters, board members, and others, and advertisements published in the Salem Evening News. All Board members were present , excepting Mr. Doyle who was unable to at- tend. Counselor David T. Doyle appeared for petitioning company with Mr. Edward Gallagher of said company. •ppearing in opposition with the Ward Councillor Ceorge McCabe, were Mr. Yeannakopoulos, Mr. Ercha , Mr. anti Mrs. Wm. Heffernan, Mr. James Godfrey, and Mr. and Mrs. Robert Nelson. The Board studied the facts presented by the petitioner and opponents, and it was the opinion of the Board that since a service station was pres- ently in existence at this location, that a Special Permit was warranted and would be in the best interests of the community and the district ; it was the further opinion of the Board that the demolition of the present station and the construction of a new station of colonial design would promote the public health, safety, convenience, morals and the welfare of the inhabitants of the City. At a meeting of the Board held on July 27, 1970, it was unanimously voted to issue a Special Permit to Shell Oil Company, Inc. , to c6oaitruct a gis- oline service station of colonial desir?n in conformity wit ne service station t;uilding presently existing at the corner of 934 N;I.;�;achusetts Avenue in Arlin,-ton, Massachusetts, as shown in photoirraph r; '' :ante errb- mi.tted to this Hoard; the petitioner shall have the further ..Llir;ation of the maintenance of the property to the rear line; the coir t.:•ur. tiun of the sai(i Inrildinr and the landscaping• shall be in nccordanc(� now plans Submitted by the petitioners to meet the objections of nl,.e -;ihor•s , ;:nd whic}t are further incorporated in n letter from ` he Ittor- r.-,y , :)avid T. Doyle , to the Boar([ , dared July 16, 1970 , ar.c! :;;: ic+ ;, (:. ns *ld 1„tter become an intetral part of this decision. it !;:' :?ECIAL PERMIT GRANTED AS ?;EQUES'fRD. BY —� ( .`Let .�- .�ecret.er•.�-- --- -- f. +' DOYLE & DOYLE • ATTORNEYS-AT-LAW g&(`f'1;rj 81 WA"NM%W s7AE.ET T •• . .. . A1N P.son. sQi.EM,i4asracNusEirs 01870bG t 4 3 . AMBPH P.00"A.JR - PNONM 744aW MNP T.OOVLB NWgI=A.CHOYIMAM _ pfT S A LE N,, 14 A S S.Ism holy 16, 1970 -TiOARD, OF APPPAT:S . (,ity of Sal.rr SAlPm, MAasachusP}t., Gentlemen: This office th^ Shell Oil Com�nny concernin3 a special permit for tl+p rnnstrUetion of a gasoline service station at At-1-113 Nnrth ^I-rf ot, Salem, MAasnctmsetts. A heAring was held 'hnlnro ;'hP f,17:1. Board on April• 7., 1970, at which time the Tint»-:! 1-no1- rhe' matter under aevispTi,nt. Subsequent thereto the Ttnrrd ntigaestnd that Attorney George F. McCahe in 'his capnefty ns hard 6 'Councillor and I as ' the Attorney. for Shcli. Off Company attempt to resolve. the problems presented by the nr .?hbnrs.. In conformity with " the Board's directive, c•'c- hovp had dicc,isci_onscrith all parties concerned. To*-me'e.t the ob ections of the neighbors, the plans have been modified in the foilowing manner: 1. Changed landscaping on the left hand Aide 'of thn property to alleviate compl;ai.nt about c*rade conditions Incl to kee-' the retaining wall, the re.(Ye Annakopo'l.ous aide) . 2: Moved the rear vnrd �na•romert line ten (1.0.) fPet filrther Away from the rea+- propertg line, - - -3: ChnngPd the Location of the nnder!rofznd t.inks so that they are• now closer to the street. 4. Relocated the five foot Cedar screen fence to the top of the slope in the 'rear to further screen the s^rv..cn station yard "from the rear. and thg side nrnperties. 5. Relocated the rubbish Area from the rear of.the ^ration to the side. r"1. P DOYLE 8 DOYLf ATTORNEYS-AT.LAw . SA EK � �G lJ STREEY 3 uz 1'i� +7 ' l07EPH P.OOYLB �- ' JQMFM P.WnA.M. PHONE:7444M CiTT 6 ,, . Jrf ICE: 01"D*''"OYLa SALEM. MASS. WAM09 A"*VINARb Jitly.. 16, 1 ('70 �. Chnn�*ed f:hn rr�t< f, r<' ,.��•. <+ard 'to red,lce the OVcrau hel!ht of thr t: Ptnti.on property. 7. Al*rend tr, jegVe At1 trnFa to the rear, clear. the.. undc..rhrnoh rncl � 'r yinS willows. iri the treelrsa area of, the rep 3/ .. . 8.' Chnnycd 'thr1. nn the ri<rht si.de 'of. the station (Tobin aidn) 9. Mede known to the nf,;-<h!,.,rz Inc. that Shell. 0.71: Comnan;<,was .agreeable to rh:t,-%r from s Colonia,I. to a Ranch SInc design to reduces 'h:• ", mall. hei^ht o€ 'thr. huiidiifv as seen from a roar. �nr. ..cctive. Tha 'Company is stili willing to do .rhi•c if the hoard deems' it advisable'. A new .plan incorporatin- -^11. of ;hese chnn<+es has hrrn fLl.rcl with the Anil ding T7Y?rcc?-sr, Mr, Dzn'i cl. n tRri?n, along ka:;.*.F7 s letter, from Arlen, George McCabe. I do emphasize that the neighbors and Attorney Coor;+e MoCnha still obJect to the service -station and no n7re^m.,nt rnttl•d . he res+ched tint the special permit could he �rnntod on th- conili.ti.ons ns herein Specified. As I said at the meot'inr bef7>rr <rnill- A, .-h,. Old service station will remnin i.n ^mr -rent .-nd thr 1>nrl nen of. this spacial- permit wi.11. be. to conctrnc_t 'a atn`ion of colonist desien with congtri'cti.on ne-1 aca:7iAition cnctc «c approximate $1.$0,000.00. I re.rpect fill.1.q rertuert tint t•hn llo^rcl :,pt- fa,>orah7this „ on permit ,off fc p ° ox+ mcAtnn Y .;h irS i Aiondm•, l„?y ?7 For yotnr considernti"on, David T, . Dot- -MMLs /� (;r,; tlil-l.iam AljhottCC: ' rmpry Tench James 11. Roul•Ker Norman Mnllch Tohn M. Grav Sr. Attorney Gn.nrr!e mrrahn ArthurE. T.aArocoue Int t t'Ar x sY ;N1' I . a IM ik L. 1 t x r . T pp • � mss. � _.. .. .._.. 31 v 1 B,S•.r_ ;Iqj;�"-,� v:� :.. 1. yarn - �" ♦. t a I ' ...T ..ems ®.. m„• ...A. - �.' er x h t� -1 � �..T� _ •ice tr q � �� x,r a ° � r • 1 r e i CE f � I � '� .. °j� • r rte;1k .b� 1 4 ic Je r v 4 v 1 41 r! � 4 ti i is r 5 u � e Map 26 Lot 367 Map 26 Lot 366 Map 26 Lot 365 Map 26 Lot 364 N/F N/F N/F N/F Thomas Kapnis Richard Wilcock George Papadopoulos Patricia Morrow yl" 10 Buffum St. 12 Buffum St. 14 Buffum St. 16 Buffum St: . Deed Bk. 10484 Pg. 588 Deed Bk. 25303 Pg. 323 Deed Bk. 14036 Pg. 231 Deed Bk. 14558 Pg. 333 A�q N &&00k Flag Set N24'06'37"W 778 on Corner Post j 170.32' 'I Iron Rod qN 44__7 Set 30.04' 31.00' 30.12' ' 65.87' 33.23 o •� o gyp, Concrete Foundation rn Z o #111 N "Gas Station" MW 0 3.71' – 27.00' – Map 26 Lot 350 Map 26 Lot 347 N/F N/F Christopher Lorsy ,James & Theodore Geanacopoulos rn 115 North Street 109 North St. CA Deed Bk. 12821 Pg. 361 w ..Deed Bk.__4553 Pg._ 4]QN w - _ -Map 26 Lot 348 , 31!164 sq.ft. MW 032 acres \ Mag Nail O Set MW 96.77' 0 MOW 1 z rn MW � oC3 O p a rn MW MW l— — _ —I 0 MW 0 0 0 MW o Mag Nail Set in Berm — Nail # S24.1-7 "E S26 43 ,37"E 524'26 00" 525'28'28 E Found n Hole – – 55.07' – 99.32' In Berm- – 85.22' CS Set 58.19' EM NORTH STREET AS—BUILT FOUNDATION PLAN 111 NORTH STREET SALEM, MASSACHUSETTS Prepared By LeBlanc Survey Associates, Inc. 161 Holten Street Danvers, MA 01923 vERNNC (978) LeBLANC 774-6012 o ° No.33600 q V 9 s N° Scale: 1 =20 � November 18 2 008 - REFERENCES: su 1) Deed Book 5849 Page 3 ZONING DISTRICT 61 2) Plan Book 118 Plan 44 HOR. SCALE IN FEET 3) Land Court Plan #8165C 0 20 50 100 4) Plan Book 294 Plan 55 II I' i i 1 I F_ i ii GENE12AL NOLE5 _�__.._. - --9N`) '-" I/y,-Y1'("`-_..�---~"'�;- - �' /� Ii ' \ i `;'' j , � ,�, I --' 1. ALL SITE INFORMATION REPRESENTED ON i'HIS PLAN 6 ILLUSTRATIVE, AND MUST BE VERIFIED BY THE ENGINEER AND/CQ CONTRACTOR. WRITTEN SPECIFICATIONS SHALL TAKE PRECEDENCE OVER REPRESENTATIONS ON DRAWINGS, (8 2. BASE PLAN INFORMATION FROM "GRADING PLAN' By AYOUB ENGINEERING, EXETER, NIL, DATED 5/12/11, REVISED 6/3/11. 'NORTH ST12EET PLANTING PLAN* 3Y LANDWOPKS STUDIO, INC., BOSTON, MA., DATED 5/17/II , 12EVISED 8/3/11. 1),W z4 S3 I PLAMMIG NOTES )150 ' L THE CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES P121012 TO STARTING WORK. CONTRACTOR TO VERIFY THAT ADEQUATE DRAINAGE EXISTS PRIO 12 TO PLANTING. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SLFFICENIT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS PLANT COUNTS ARE FOR CONVENIENCE ONLY, CONTRACTOR SHALL USE SUFFICIENT PLANT MATERIALS TO FULFILL DESIGN At- INTENT, BUT IN NO CASE SHALL CONTRACTORCONTRACTORUSE FEWER PLANTS THAN LISTED. 4 T vii 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE 'AMERICAN STANDARD FOR NURSERY STOCK",PUBLISHED BY THE I TOI FF 1 1147 AMERICAN ASSOCIATION OF NURSERYMEN. 2 3,1 FT TIN 4. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AT THE NURSERY AND AT THE SITE. ALL TREES SHALL HAVE A SINGLE LEADE32 UNLESS SPECIFIED OTHERWISE. NO UN-APPROVED SUBSTITUTIONS WILL BE ACCEPTED, PLANT SPECIES AND 14 CULTIVAR, SIZE AND QUANTITY 514ALL NOT CHANGE WITHOUT APPROVAL OF LANDSCAPE ARCHITECT. 5. LOCATION OF ALL TREES AND SHRUBS SHALL BE MARKED FOR THE APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT. MARKING SHALL It BE COMPLETED THE DAY PRIOR TO COMMENCEMENT OF PLANTING. 6. AL ------ L PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS ORIGINAL GRADE BEFORE DIGGING PLANTS TO BE I C, 7 1 TRANSPLANTED SHALL BE DUG CAREFULLY, WITH ADEQUATE 120OTBALLS AND PRUNED ACCORDING TO ANA STANDARD PRACTICE. TREES i�j WITH ROOT FLARE COVERED BY MORE THAN 1.5' OF SOL WILL BE REJECTED PRIOR TO INSTALLATION SET PLANTS PLUM. 26- 7. ALL TREES AND SHRUBS SHALL BE BALLED IN BURLAP OR CONTAINERIZED, UNLESS SPECIFIED OTHERWISE. NO 120OT-BOLND CONTAINER GROWN STOCK WILL BE ACCEPTED. ALL PLASTIC ROOT WPAPPING AND METAL WIRE BASKETS SHALL BE CAREFULLY REMOVED AT THL TIME - - ----- ----- 12H OF PLANTINGS, EXCEPT WIRE THAT 15 D12ECTLY LNDE12 THE ROOTBALLS. TIE S,MAIL 6 R PONS L AMEND AENTS 8. AFTER CONDUCTING SOL TESTS WITHIN PLIATING AREAS, THE CONTRACTOR 16 ES B 5 FOR PROVIDING PLANTING 50 F012 BACKFILLING AT ALL PLANTS, AS NECE` ARY. SUBMIT WRITTEN CONTENT ANALYSIS TO C IVNE12/12EP. F012 APPROVAL. THE PLANTNIzi, 7 - 7 ........ ORGANIC MATTER BUT NOT MORE THAN 8% TOPSOIL IS TO BE A SANDY LOAM MODIFED 'AiTH ORGANIC CONTENT TO HAVE AT LEAST 4% ANIC ORGANIC MATTER, DRY WEIGHT BASE, A COMPACTED MINIMUM INFILTRATION RATE OF 2.5 CM/HOUR, H RANGE OF 5.5 TO 6.5, AND NO tI 1 l COARSE FPAGEMENTS OVER 25 CM IN SIZE, 9, CONTRACTOR SHALL PLACE T TO 3" OF FINE SHREDDED, AGED 2 YEARS, DARK BROWN PINE BARK MULCH THROUGHOUT THE BED APEAS. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. SUBMIT SAMPLE OF MULCH FOR APPROVAL. 10. ALL EVERGREEN PLANTS SHALL BE SPRAT ED WITH AN ANTI-DESICCANT THE FIRST WEEK OF NOVEMBER THE FIRST WINTER FOLLOWING PLANTING, 14 8 II. FLOOD PLANTS THOROUGHLY ONCE IMMEDIATELY AFTER PLANTING AND TWICE DURING THE FIRST TWENTY-FOUR HOUR PERIOD AFTER PLANTING 12. EXTREME CARE SHALL BE TAKEN NOT TO rASTURB EXISTING PLANT MATERIALS, EXCEPT THOSE SPECIFICALLY NOTED 'TO BE A TRANSPLANTED OR REMOVED'. ANY PLANT INJURED OR DESTROYED SHALL BE RE-PLACED WITH A PLANT OF EQUAL OR GREATER SIZE AND SPECIES AT THE CONTRACTORS EXPENSE. PROPOSEDBULDNIS 13. IF NECESSARY, NEW PLANTNG SHOULD BE PLACED OUTSIDE OF THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES. CRZ RADIUS EQUALS IG ONE-FOOT TIMES THE DBH (DIAMETER-AT-BREAST-HEIGHT) OF THE TREE, MEASURED FROM THE TREE TRUW. TREE FENCING is NECESSARY TO PROTECT EXISTING VEGETATION TO BE PRESERVED FROM BOTH FOOT AND VEHICULAR TRAFFIC. TREE FENCING TO BE LOCATED AT THE 5 EDGE OF THE CRZ. ICJ 14, DO NOT WRAP TRUNK OF TREE, SEED TN 15. STAKING OF TREES IN NOT RECOMMENDED EXCEPT ON WINDY SITES 012 FOR LARGE EVERGREEN TREES. VP DISTILIMED _F6 \ 16. THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR A MINIMUM OF 60 DAYS FOLLOWING INSTALLATION, OR LONGER IF CONTRACTED BY 12H PH 4 THE OWNER. BEFORE THE END OF THE 60 DAY PERIOD, THE CONTRACTOR SHALL PROVIDE A WRITTEN MAINTENANCE OUTLINE TO THE AREAS OWNERS AND THE CONTRACT 1R SHALL BE AVAILABLE TO ANSWER QUESTIONS OR CONCE12NS AT THAT TIME. 3 rp VP 17. THE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A MINIMUM OF ONE YEARROM FINAL ACCEPTANCE BY OWNER/REP. THE 71= 4 CONTRACTOR SHALL REPLACE ANY DEAD MATERIALS AT HS/HER OWN EXPENSE, IG 5 DURING;THE FRST 24 HODS AMe PLAN" WATERING SALCER SHALL BE FLW_)FD I ViLr TREE SHALL EE PLANT®SO THAT CROWN IS INCHES DONIDT CUT LEADER ABOVE FINISHED GRAM AFTER SETTLEMENT pS TREE YAW 34AU NOT BE USED 6 ME SHALL BE SET PLUMB NORTH 2 2-3 NOIRES AGED PINE W X MULCH FULL MULCH AWAY FROM TRUW Cr TRW BACKFILL IMIX 0 SIL. 3 N04 HIGH EARTH WATS"SAUCER AROUND TREE PR J\........ I L CUT&ROLL BACK V3 OF BURLAP BEFORE SACKRIM COKIPLETELY REMOVE SYNTHETIC BURLAP E LACING II II Pmpared For: IG 6 INCHES +:_::-i Trickett Really Trust r".�PA BELOWV1 1 1=1 I T_ 120OT13ALL IG 6 EXCAVATE PLANTING PIT TO "ect: 10 0 10 20 4 IG PH PH IG ROOM IDEPTIP OF ROOT SALL 111 North Street VP 4 5 1 6 4 A22 PH IG AG _T 1 \AG q 26 5 5 5 3 X ROOTBALL OAME`rB? Development GRAPHIC SCALE 6 5 e�l TREE PLANTING DETAIL Salem, MA SITE PLAN PS AP NOT TO SCALE Drawing Title: SC.ALB r• Ky-a 8 RESTORATION SEED MX I Planting Plan MAs=TnEM 765.4 WATER BY FLOODING TWICE IN FIRST TWO HOURS; ADJUST SHOM 50 THAT BOTTOM AFTER PLANITING, WATER&MAINTAIN AS PER OF FOLIAGE 6 EVENLY SPACED The following seed mix shall be used in the area indicated on the drawings. Submittals for approval STANDARD SPECFEATIONS ABOVE THE GROUND must list actual percentages OM B SHRUB SHALL BE PLANTED SO THAT CROWN 2-3 K04 DEPT14 AGED PINE BARK MULCH FULL Seed Mix shall be Pure Live Seed and shall be as follows and applied at the rate of 25 pounds per 6 2 N04M ABOVE FINISHED GRADE AFTER SETTLE11AM AWAY FROM ASE OF SHRUB) acre: % MIX PLS By BACW-1U_ Common Name Botanical Name Weight LOOSE OR CRACK®ROOTBALLS NAL NOT BE Grass ACCEPTED FCR PLANTING Lorayne Black ASLA Elymus canadensis Canada Wild Rye 20.0% _11 As Landscape Architect Schizachyriurn scoparium PLANT LET 3 NCH HIGH EARTH WAT53%G SAUCER 'Camper' Little Bluestern 'Camper' 20.0% ARCLINID TWO W ROOT NOTES Sorghastrumn nutans'NE-54' Indiangrass 'NE-54' 12.0% KEY JQUAR BOTANICAL NAWE COMMON NAke Panicum virgaturn Switchgrass phone:(978)302-0448 COMPLETELY MOVE SYNTHETIC SUIRLAP AND EMAIL:LBLack@groton.org DE-1011DUOUSI STRESS 'Shelterrrrailblazee 'SheiterrTrailblazer' 12.0% IF AMELANC492 CANA ENSIS SE32VCEBB212Y BFB NATIVE, WHITE EARLY So" FLOWERS, FALL COLOR, 25 FT. Andropogon gerardii Big Bluestem 10.0% LACING, MOR OONITANSMED PLANrTS,REMOVE P.0 Box 595,Groton,MA 01450 01-17 HIST. MU I:=jjj _I- I OOWAINER PRIOR TO RANIM SCORE SIDES OF AC 4 - 3.50 CAL SEB NATIVE, FALL COLOR, VERY HARDY, 50 FT. Festuca rubra Creeping Red Fescue 10.0% CONTAINER AND LOOSEN ANY ROOTS SIMM www.lorsyneblack.com AR I AGER PLB12LAA RM MAPLE 3' Juncus canadensis Canada Rush 1.0% THE ROOT BELL CONT. NATIVE, FALL COLOR, VERY HARDY, 50 FT. Agrostis stolonifera Creeping Bentgrass 1.0% LNDSTUlW_r SU3QUW A22 26 AGER QL13am RM MAPLE SAPLINGS 86.0% Herb/Forb 1:7-d 1 VE-1 Date:March 2,2012 EVE PUN TREES 014* Mll//// Scale:Varies B&B NATIVE, FAST GROWING EVERGREEN, PYRWAL. HAZY, 75 FT. Chamaperista fasciculata Partridge Pea 6.0% PS [��IPPW STPOBLJS EASTERN VVWE PINE 7-8' HGT Desmodium canadense Showy Tick Trefoil 5.0% 3 X ROC IAI I pCHUS NATIVE, BROAD, LPW-44T, DARK GREEN EVEIW32EEN, 20 X 10 FT. Revisions TN 40 TI-UJA OCCIDENTAUS WGRA' DARK AMMAN ARBMVITAE Aster laevis Smooth Aster 1.0% NLG Symphvotrichurn novae- a: SHRUBS angliae' New England Aster 1.0% SPACING VARIES imR or 0 1.0% AG I AMELANCI-IIIER CANADENSIS SER -STEM B&B NATIVE, WHITE EARLY SWING FLOWERS, FALL COLOR 25 FT. Solidagonemoralis Grey Goldenrod OR XER3212y 5'-6 HIST, NUTI ' 0 14.0% 0 90 IG 49 LEX C4-ABRA 'COMPACTA: COMPACT INKBEWY u3, 2-25 CONT. NATIVE, NATLJ12AUZNG EVERGREEN SHRUB, 5 FT. 100.0% /////, 4ANDsG F-PH 31 RHODODENDRON MAXIMUM ROSEBAY RHODODENDRON 34 HIST. BFB NATIVE, LARGE NATLR4LIZNG EVEPIGREN, FAST GROWTH, 12 FT. SHRUB PLANTING DETAL Any species substitutions shall be with a species having similar characteristics and native to New NOT TO SCALE VP 13 VISI PJM P12LNFOLIA BILACKHAW VBJQNIL1M N-5' HGT BW NATIVE, MAY, WHITE FLOWERS, BERRIES, FAIL COLOR 15 FT. England. Substantial changes in the mix shall be approved by the Landscape Architect. 1 SERAFINI, DARLING & CORRENTI , LLP ATTORNEYS AT LAW 63 FEDERAL STREET SALEM. MASSACHUSETTS 01970 JOHN R. SERAFINI, SR. TELEPHONE JOHN E. DARLING 976-744-0212 JOSEPH C. CORRENTI FACSIMILE March 16, 2012 978-741-4663 z Thomas St. Pierre Building Commissioner/Zoning Officer 3 City of Salem o:;V Public Property Departmentcn �m 120 Washington Street, 3`d Floor r< Salem, Massachusetts 01970 m Re: 111-113 North Streetw C')6. rn N Dear Commissioner St. Pierre: This letter is in response to your January 30, 2009 letter to Trickett Realty Trust regarding the property at 111-113 North Street. As directed by you in your letter, enclosed please find a planting plan for the property prepared by Lorayne Black, ASLA, Landscape Architect, dated March 2, 2012. This plan is the result of much review, discussion and study of the site by both Ms. Black and Mr. Blier, the landscape architect hired by several of the abutters. Mr. Blier is presently out of the country on business, but will give final review and comment on the plan upon his return next week. Once this plan is approved by you, then the owner of the property intends to order the stock and plant during the Spring 2012 planting season. If you have any questions or require additional information, please contact me directly. 1 (Psph C. Cdrrenti JCC:dI Enclosure cc: (without enclosure) Elizabeth Rennard, City Solicitor Councillor Paul Prevey John H. Carr, Jr., Esq.