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69 BOSTON STREET - BUILDING INSPECTION 1 au UPC 10153L '330 'ty No. tifl HASTINGS.NN Law Offices of Michael M. McArdle 204 Lafayette Street Salem, Massachusetts 01970 Telephone (978) 744 5150 Facsimile (978) 744 5144 July 6, 2006 Via Hand Delivery Salem Public Property Department Attn: Thomas St. Pierre, Building Commissioner 120 Washington Street Salem, Massachusetts 01970 RE: Request to Extend Time for Performance of Building Permit and Commencement of Pro'ect Work Petitioner: 69 Boston Street Realtv Trust, George VanCott, Trustee Project: Rear Lot, 12 Putnam Street, Four (4)Unit Condominium(formerly known as 69 Boston Street) Dear Mr. St. Pierre: As discussed at the Salem Zoning Board of Appeals monthly meeting of June 21, 2006, please approve the request of the Petitioner to extend the deadline for obtaining a building permit and commencing construction for an additional six (6) months from on and aftei the date of the June 21, 2006 hearing date. This request is necessary because of the pending petition to the ZBA to amend the Board's previous approval for this proposed four (4)unit residential condominium project. A timely application for a building permit was presented and rejected by your department for the modified plans on or about April 26, 2006. Very truly yours, � 1 ' 4 Michael M. McArdle Request granted: CA-Z�✓ Thomas St. Pierre, Building Commissioner Dated z CITY OF SALEM f` PUBLIC PROPERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASIiING1'ON STFiEI3f* SALEM,MASSACHUSGI"CS 01970 TEL:978-745-9595 ♦ FAX:978-740-9846 VIOLATION NOTICE `S PROPERTY LOCATION'69 Boston Streeet �Q 'July 7, 2006 Raymond L. Young 87 Federal Street Salem, MA 01970 Dear Mr. Young; The above listed property has been found to be in violation of the following State Codes and/or City Ordinances: 780 CMR, State Building Code, Section 121. The current situation with this property causes it to be deemed an unsafe structure, this requires the immediate securing of this site. This must be start within the next 24 hours or the City will be forced to accomplish this on their own and at your expense. Please take the appropriate actions and contact this office immediately. Said violations must begin to be corrected, repaired, and/or brought into compliance within 2 days of your receipt of this notice. Failure to do so may result in further actions being brought against you, up to and including the filing of complaints at District Court. If you have any questions regarding this letter, please contact the Building Inspectors Office at (978) 745-9595, extension 386. Sincerely, oseph E. BarbeauJr. Assistant Building Inspector CC: file, Mayor's Office, Councilor O'Leary, Fire Prevention, Police Dept., Health Dept. Jd- VUVE CITY OF SALEM BUILDING PERMIT Permit# PermB Date COMcheck Software Version 3.1 Release 1 Envelope Compliance Certificate Massachusetts Commercial Code Report Date:09/18/07 .Data filename:C:\DOCUME-1\HP_ADM-1\MYDOCU-1\RAYYOU-1\ENERGY-1\ENERGY-1.CCK Section 1: Project Information Project Title:69 Boston Street Salem,Massachusetts Construction Site: Owner/Agent: Designer/Contractor: Ray Young Moms Schopf Section 2: General Information Building Location(for weather data): Salem,Massachusetts Climate Zone: 13a Heating Degree Days(base 65 degrees F): 5641 Cooling Degree Days(base 65 degrees F): 676 Project Type: New Construction Glazing Area Percentage: 7% Building Typg Floor Area Multifamily 3240 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1:All-Wood Joist/Rafter/Truss 2940 24.0 8.0 0.032 0.065 Exterior Wall 1:Wood Frame,Any Spacing 2165 19.0 8.0 0.044 0.091 Window 1:Wood Frame:Single Pane,Clear,SHGC 0.51 166 — — 0:940 0.603 Door 2:Solid 80 — — 0.035 0.143 - Basement Wall 1:Solid Concrete or Masonry>8",Furring:None, 940 -- 5.0 0.149 0.115 Wall Ht 7.0,Depth B.G.6.0 Floor 1:Below-Grade Slab:Unheated(b) 0 -- 5.0 -- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Certain building use types require continuous under-slab insulation(see Massachusetts Code Section 1304.2.7 and 13042.8). Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Vapor retarder installed. 69 Boston Street Salem,Massachusetts Page 1 of 2 Section 4: Compliance Statement Compliance Statement The proposed envelope design represe d' this d um nt is s tent with the building plans, specifications and other calculations submitted with this perm appy do .T e p p e e elope system has been designed to meet the Massachusetts Commercial Code requirements i OM ec a io .1 e a 1 and to comply with the mandatory requireme 'ements Checklist. P t6be a Sign re Da e 4.116- 0� T N ' F 69 Boston Street Salem,Massachusetts Page 2 of 2 dJ„r; 7 OtRE (978)WWPM 992t '- TELL(978)927-0U32 , FAX t479):927.8668 MoYNIKAN LUMBER, CO. ble Hung Windows BOSTON ru 82AIYER STREET �! e P.O.aox:sm - SdikESe1PER. 8EYERCY.Wss. - _ - ;DOOR S wkqu w SPECiPLtST 619t5 - low Unit- _ __kmoi ld trued with a moisture repellent:preservative. Exterior Surfaces aretactory.primed: Corinmsite SIN and Nosing,impervious to rot and decay- stso resists ermites an other insects. Sash Mortise and Tenon construction. Preservative treated;Primed exterior,Naturaf Cfear Fine interior, Horizontal-weatherstrip applied- Ottw features`- S=KwtFUT Tru-LokTdt'nCteatr"BaianeeSystem with V'mvtJaftt nersst3tsta.,(specitvbeWorwhite) SINGlfs c rASH auaG V4eatherStrtpped Nead'Pa+ting Stop - Pine:Inside Stops Card Sash Lock appfied:(white) 3 e lass 8l- - tI #,#**,SaSh WilhI_F tt12ym1 orflistorically-Coffec AuthenticDivided•Lis"tst�14cSte.etc:)'; SSB''Gies wA_oyr_°E':Eaiengy_Pane#- -Low•E" r9Y f'artet 3t#ached;to 4g/F"ftiiC4c~;�h?N)fh HtStcMgtiy:{txreCt,PitrUten6c i3"ttitstt�r#testa: c�d3Casiscg- ;:. t?r)medFtatGasing 111,e" x 3314"Head-and Sides fi"9iu" x 41h"Cape Gad Casing Head,andSides i'fss' x 3414"Head with:f'/,s X 3314"Sides.. NFRC Patft. - 1IhE%' x.-5'14"Head and Sides Ura -ty,VA* t'14x 'PH'#lead with-Vie x 313A".Sides SSL?Glass 94 Cedar Silt With,Cedar Rat Casing S513 wRt - Cedar Silt orilq wrthPrimed Casing Low"E"Panel ' --Hampton PedrmentHead(prime4.(see;page:8'•3) Oiteer Pca�►ular�ptkrns:- R - Extension. Jambs for M e"wall.-applied - InsectScreen-Mite P immum FuU Screen with,:PVC:reinforced corners and charcoal colored-fiberglass.mesh, -<Brasatce Cam Sash Lock. . -ViloodGrittes.-Shipped:ltA and potybagged complete with fasteners -'Historic'Silt Nosing/Conneclof(see page&3) - Long Sill Horns f0PRICING DCAMPL�E::�; (glass aize),Saco Lucio(11,(V6.at ) II namc3',x'i0'ae":SS&xilLnw'E°:..ariei.sribdcWr4Ud:(page-8•S) 2. S'Ve rduifbn Trois etc.Cin Tmftd-utx vpo&ynarraw mutts. P S sftle stud-P ImrAissa specieistud pvckflt mulls:(specify `:. V1 r1 jxi"wuGh) 3. f'f s x 3'7.•- rimed RePCavlhg. R99 A. MW Extensia�J mM zap-ate.+ 4$,A4 9. T39e at CaSntg��rirkntout65iandardi,t be'13'14#Ft21•;;ate. For'No Casing"m*r,% a;ad uni�o herw'• S'. FuitScra, t7.M specMed l TOTAL -4. Jamb WRM(4'l,?stanftd)onar&V`/,e Enenstan Jamix;, tt_. k`3. OMnal exfim(Fu1R5creens,wood unites;etc:). ASriC78CDt cRerd;S.'tshiC#.-which vWiud?s aff rteoesmy mpla?erne parm,May bb brtl8red'for Sash replacement.. TfNsrkffdrtchufes:. ...SSB Gives or USE wrlow"E'Energy Perot Sash whit:Kardware:appiied. • Tor-Lok:Tflt'NClean 8atartw&(speoifybeige.or whfte).. -• Woathersirlpped tiearfPariaV Skip • white or firs>;skma.Sash Latiks ttx+i a !ic Sia! Qp:Rem-Mow additional-time • inatAflats,r,trws.urtinra Certificate No: 838-06 Building Permit No.: 838-06 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the RESIDENCE located at Dwelling Type 0069 BOSTON STREET in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR UNIT# 1 This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date Issued On: Mon Oct 1,2007 -- - GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------------------------------------------------------------------- Certificate No: 838-06 1 Building Permit No.: 838-06 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the RESIDENCE located at ----------------------------------------------------- Dwelling Type - 0069 BOSTON STREET in the CITY OF SALEM Address TowrVCity Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR UNIT#2 L2SO'OU7 is permit is granted in conformity with the Statutes and ordinances relating thereto,and es __ _ _ __ _ unless sooner suspended or revoked. Expiration Date on Oct 1,2007 ------ rs Municipal Solutions,Inc. -------------- ------------------------------------------------------- ------------- ___--- 0069 BOSTON STREET 838-06 GIS#. -2432 COMMONWE...M. I`H OF MASSACHUSETTS Map: 1 115 lock: T CITY OF SALEM Lot: -0286 Category: REPAIR/REPLACE Permit# _ 83806 BUILDING PERMIT Project# JS-2006-1663 ' Est.Cost: $100,000.00 t Fee Charged: $705.00 Balance Due: $.001 PERMISSION IS HEREBY GRANTED TO: Const. Class Contractor: License: Use Group: RAYMOND L. YOUNG S ze(sq. ft.): 11900 yf�; IRo __ = ;Owner: Youn-Raymond !.. . 'Units Gained: - (Applicant: Young Raymond L, _ Units Lost: ],AT. 0069 BOSTON STREE-I fDDig Safe#: I ISSUED ON: 19-Apr-2006 AMENDED ON: EXPIRES ON: 19-Oct-2006 TO PERFORM THE FOLLOWING WORK: Complete renovation'of existing house POST THIS CARD SO ITIS VISIBLE FROM THE STREET Electric - Gas Plumbin D Building _ Ui.dcrground: -_ Underground: - Undewo:ndLy< 0'r-;4A EscivaLon:_ �� - Service;, Meter: Footings: s l.ff;iv:C _ ISCr r n, nn F,L-,,, _ / n ` Rough /��7�,' ��LV? Rough:4<��ci (�c O Y- Rougl0v// ` � 1 Foundation: Z...., .N'inal. ' Q/ lr/� Final:e/f�B� if/�ryln> Final oKXOG y`•T" G�J RouglDain¢: SCf C✓ ✓ e �'� Fireplace/Chi cy: D.P.W. Fir i lealth pp Insulation: Meter. Oil: /�{�{7 Y.I� House Smoke: Final. OlC Trc :( a4 � 1,w. a..-�.,,+�r.�.am-�,--.+^r..,o.•.. �.. is� � ' Sewer: (Sprinklers: - THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM I IP VIOLATION OF ANY OF ITS RULES AND REGULATIONS. ,�r • Signah "Fec Type: 'rp ^,tr. Receipt No: Date Paid: Chick No: Amount: BUILWNG� " R'EC'-206tTM0 19-.Apr-06 942" $705.00 jNEORTANT: An lnspOdOn is pEQUJBM n,^ ipon compleflo6pf yn pfC ,U,please call p :ya:.rars;c;: Irrca+atien: - 745-9595 Ext.385 I ' .., -.ae aariT,"°_ �.Rrrilytuu GcoTMS©2006 Des Lauriers Municipal Solutions,Inc. - ; Ao ^ f �N • Y4 �3QYE A4 CITY OF SALEM r..-w...�_..^rB:TU ILDFN1J Ea a .s-��tr'r�q�� .. � � .•�.-w.. .. 11'1 d SDA RESTORATION AND RENOVATIONS aE� od� THE POPE HOUSE #0 BOSTON STREET, SALEM. MASSACHUSETTS i DRAWING LIST o A100 PRESERVATION AGREEMENT o a A200 BASEMENT PLAN w A201 RENOVATION PLAN FLOOR 1 Q E A202 RENOVATION PLAN FLOOR 2 z A203 RENOVATION PLAN FLOOR 3 A204 RENOVATION PLAN ROOFH - A301 LEFT SIDE ELEVATION ® ® o A302 REAR ELEVATION FMi A303 RIGHT SIDE ELEVATION A304 FRONT ELEVATION EjA400 SCHEMATIC SECTION 3 F171 ® ® [El F1711 T q 1 r ` a � I k. Fps L p�Jpp:; DOCUMENTATION AND RENOVATION DOCUMENTS 5-04-05 T SDA SAMUEL POPE HOUSE PRESERVATION SPECIFICATION -- 69 Boston Street, Salem, MA ° Historic Salem's 1978 Massachusetts Historic Commission building inventory establishes the historic significance of the Pope House, built ca. 1740. Recent interior demolition substantiates that report by exposing the early 18th centurytimber framing construction techniques. was While In its current state there 15 little vestige of the original cladding and detail of the building, photographs show its state in 2003, The objectives of this document are to guide Historic Salem and the Developer in the redevelopment of the house With the goal of protecting the future of this cultural resource, while simultaneously permitting its redevelopment for housing and as part of a larger strategy to enhance the quality of life In its neighborhood. Historic Salem Inc, has defined a standard of quality for the Developer of the site. Historic Salem Inc.15 M09a©n intended condition and the rear elevation similar) but to a lesser extent and to reserve historical) 5i nificant features of the interior of the house. It is Historic Salem's objective to ensure objectives are to restore the facades visible to view from Boston Street to their originally y, p y g J quality restorationlrerovation of the building without creating an unreasonable economic burden on the Developer. The Developer, by purchasing the property located at 69 Boston Street, agrees to restore, replicate and refurbish architecturally significant material, cladding and detail as described below. Elements required for Code upgrade, egress and function of the structure are not prohibited, but are subject to review and approval by Historic Salem, Inc. for historic compliance and by the local Budding Code enforcement official. Historic Salem,m Inc. has a vested interest in the successful restoration of theSamuel Pope house. Historic Salem Inc. will providepro bono services and consultation to the purcha5erl developer as to restoration techniques and specifications related to the restoration project. w Exterior Elements Foundation-the existing foundation consists largely of granite blocks.The foundation shall be re-pointed and masonry cleaned. Rake out existmg joints and re-point all Joints with mortar of original color, material and consistency, Masonry shall be cleaned With approved chemicals consistent with the material to be cleaned, Stone wall at Boston Street - No work shall be performed which will damage, alter or affect existing stone wall at property line along Boston Street. p Stairs - It is required that granite treads shall be installed at front entry. Granite slabs shall be grouted or installed with hp stretcher to prevent migration. Risers to be 8" max. Treads to be 12" max. Granite shall be thermal finish, Stairs at all secondary entries may be wood or masonry. Secondary stairs rendered in granite are desired. Wood stairs are alternatively,required. Wood stairs shall be installed as per Mass. Budding Code and constructed of western red cedar at exposed to view parts and fir decking. All wood to be painted, Chimney-The chimney located above the roofline shall have its parging removed. It 15 preferred that the brick face be refurbished, If not, the Purchaser shall provide a parging plan, Replace spalled or deteriorated brick with salvaged brick to match. Rake out mortarjoints and O w re-point with mortar to match existing. Plashing shall be as noted below under"Roofing" w Sheathing -Sheathing and framing repairs shall be executed with matenals of the same dimensions as other existing framing. Pressure treated 51115 are acceptable, Clapboard/Trim - Exterior cladding shall be red cedar clapboard with 4"exposure to the weather, All corners shall be western red cedar I x 6 wide corner boards with face to Boston Street. Rake trim shall be western red cedar with rake molding. Profile of rake molding to match the Z w existing. Simple cornice at gable end to be western red cedar with rake molding to match and copper cover. The fascia and Sof Its shall be western red cedar boards of existing dimensions; prime pine 15 acceptable,. The soffit shall be let-in to the fascia, primed and painted, <C It 15 agreed that gutters be wood, however downspouts are allowed to be aluminum but must be of historic"ogee"profile. Downspouts shall be round conductors painted or colored in the factory to match corner boards. Z p The water table has been removed and shall be replaced. The water table shall be 2 x 8 western red cedar boards with a beveled continuous edge at the top of the board; pressure treated pine is allowed at the rear of the house.The water table shall be primed and painted. All wood w installations shall comply I with American Wood Institute Standards. 0. E� � Roof-A cellar shingle roof of Alaska yellow or equivalent is preferred, however asphalt is acceptable, if approved by Salem. Shingles shall be Architectural blend 30 year plus asphalt shingles, or such other shingles as shall be approved by Historic Salem, Inc.. Shingles may O0 aO O be 3 tab asphalt shingles with 25130 year life, and are subject to review and approval by historic Salem Inc. All flashing exposed to view shall be 16 oz. bright penny copper flashing by'Revere Copper". Copper to be Installed With 'best practice principles and as outlined In the w o C installation manual " Copper and Common Sense" published by Revere Copper, Rome NY. All ridge and soffit venting shall be as approved by Historic Salem Inc. Windows-Shall be pine, pre-primed and ready for paint. Configuration shall be double hung, solid wood pine frame, true divided sash windows and shall be provided in existing openings. No new openings shall be created Wathout review and approval of Historic Salem, Inc. Window trim shall be reproduced as shown in photographs dated 5110103 unless otherwise approved by Historic Salem, Inc. Windows shall be installed in existing rough openings. Windows shall be single glazed and be divided with true muntms and mullions with lights 6 over 6 orb over 8. Provide tear sheets or shop drawings of each window with muntm and mullion details for review and approval by Historic Salem Inc, Windows which comply may be purchased from J. B. Sash of Chelsea, MA, or Marvin Window Industries, 9 It is not planned that exterior storm Windows will be used. If exterior storm windows are used, sash and screens of double hung configuration are required with I over I layout and painted to match Mndow rasing. Storm window systems, either interior or exterior, are subject to ' review and approval. o is Shutters are optional. If Installed, all shutters shall be of size to fit %z the width of the window opening and full depth of the window 5a5h dimension. Shutters shall be wood frame and wood louver blades. Hardware stays shall be operable, metal and painted black. �D Paint Colors- Exterior paint colors shall be submitted to Historic Salem for review and approval, F Doors-All exterior doors shall be respectful of the"Georgian'style architecture of the original Pope House. All doors shall be 6 or 8 panel (raised)with the smaller panel in the middle, The Main Boston Street primary entrance shall be constructed with flanking pilasters capped with an entablature and dental molding. Photos of the original entablature, pilasters and casing are attached to this document. All casing and wood details must be of solid fir wood suitable for the weather and paint grade. Ownerl developer shall provide shop drawings of the proposed entry for review and approval, a All secondary entrances shall be raised panel doors of similar configuration without pilasters and cornice but shall be provided with 6" minimum wood casing and ca511`1g molding at perimeter to match the windows. Storm doors are allowed, Doors shall be fir wood, painted and approved by Historic Salem Inc. with black screen or interchangeable full vision panel of glass 50 the entry door is not obscured along Boston Street. All secondary entries are allowed storm doors Without the use of full vision panels. Mechanical -Penetrations shall be kept to a minimum. All penetrations through exterior envelope shall be reviewed and approved by Historic Salem Inc, As much as feasible all penetrations shall utilize existing chimney or current vent locations. No direct vent exhausting of fuel burning appliances or exhausting equipment shall be allowed to penetrate at Boston Street elevation or elevations exposed to view from Boston Street. Historic Salem Inc. recognizes that a change in use may precipitate the installation of new openings and egress elements. These are not meant to be discouraged but shall be reviewed for appropriateness and consistent with the mi55ion for the restoration of 69 Boston Street, a Interior Elements The Purchaser/developer shall retain in its original condition and restore the existing paneling, rail and balustrade at the main stair located between the first floor and second floor. The paneling, rad and balustrade shall be refurbished and shall remain in place. Historic Salem Inc. reserves the right to review and approve all restoration methods, integration of new materials, and functional elements related to the stair paneling, rail and balustrade. Several original panels signatory of the original fabric of the Pope House are currently stored on site.These panels, given their significant historic value, shall be preserved and reused in the final house design as features. The detail, location and installation of this panel shall be reviewed and approved by Historic Salem Inc. It is desirable to recreate paneling, particularly on the first floor. The original masonry chimney shall be re-pointed and made safe for use for at least 2-3 fireplaces, The fireplace and chimney exposed to view shall be cleaned, re-pointed, replaced with salvaged brick and Inspected by the Local Building Code Enforcement Official and Historic Salem Inc. It 15 preferred that the fireplace opening in the first floor right front room be retained. Blueboard and skim coat are required on the interior. Wood lath and plaster would be desirable. It is desirable that the volume of the main original spaces on the first and second floors be retained. Al 00 it � --- -- - T �I - III SDA 9A h D% CMeY 5T - - - - - - - - - - - - - - - - - - - - - - - - ............................. - - - - - - - - - - - - - - z ................... ........ ........................................... ............. 0 WATER AND MU' RICAL SERVICE NEW FOOTING AND FOS NDATION TYPICAL 10" KC WALL I Oz ON 12 X 24 KC FOOTING ELEVATIONS TO FOLLOW w FIELD GRADING CONI)IiION5 WATERPROOF AND D I q PER BUILDING CODE z < u') ................................................. .............- .......... ........................................................... �:) z FIELD 0xLn z 0 � 0 C) P-� 0 ------------------ ------________-___'_________r___________--__ _-_ I � I - - ___..__.._ ----------------------r-------------------. ........ .................. z. �D 0 ------------------------------------------- ----------------------- --------------- ---- 9 ...................................................................................................... ................................................................. . ........................................................................ AS StS L 4�1 OCONSTRUCTION PLAN BASEMENT Tl 69 BOSTON STREET, SALEM, OA55ACHU5EIT55 CALE 1/4"= 1'-0" Icy A200 1 � SDA I Design 'i i � I eLssocixtes i otvEcanmxmcesrneer I i snces4,mnssnclluserrs . ; i 91&941AdID '. 401-0 i I I I7$' W001 W001 13T cn 1 W 02 v' =—E-ef— .......... 3 ._....._........._....._... . . ............. ...._........._................._..........................._._.................... KITCHEN I I B TH �:± BEDROOM WO 2 TO-04-1 RESTORE FIREPLACE ANO CHIMNEY O LININ I RESTORE FIR�PLACE AND CHIMNEY _ p w ---------- -4d5TALLREP-ROB4�CTION PANELS (lYP) INSTALL RE PRODUCTION PANELS ) z w CT F"OOR PF) I 1 WIDE BOARD FLOOR I YP) x v; REPRODUCE STAIR AND RAII;ING5 (lYF) RESTORE STAR, RAILINGS WO 2 to w 1 AND PANELS (jfYP) z w w _....._...__._............._.....__........_......_.. . _..............._._........._.........._......_............._......_.... Q RESTORE I z p I CHIMNEY I O x z O H co o -------------------------------- - --------------- --- ___________________ 1 - 3- --- 2 _......_.._._.._._4_ .. . (GRESS 2 C a = GRANITE STP / % ._.... _..... I FIELD C N 110 0 LIVING ROOM 1o ---- --- --------- -- w - ---------- -RESTORE FIREPLACE AND CHIMNE' ----------------------- --+— INSTALL REPRODUCTION PANELS �TYP) w WIDE BOARD FLOOR (TYP) I 1 PINE PANEL RETURN ATIOCATIOM 1 -------- B_- - _. ._. OF FORMER TIMBER COLUMN W00 EG 5 1 U IT 1 4 C I e d W002 IS$ W002 i 9'-7e' I a � 9 6' 39-376' TEP5 j 0 sqC FIELD ITION o O CONSTRUCTION PLAN FLOOR I! CONSTRUCTION PLAN rILOOR I 1 G9 BOSTON STREET, SALEM, MASSACHUSETTS SCALE 1/4"= I'-0" A201 I 1 T � SDA � Schopf Design li Associates oa5ec,fssaamcesraeer snl.em,slnxsnoxuserrs 0194 916RWk10 � xfio,4lbroirm.icF I � I aa-o° W003 W002El- 5T x z EGRES BATH A' BEDROOM' WO 2 UN KITCHEN RESTORE FIREPLACE AND CHIMNEY 0A RESTORE FIREPLACE AND CHIMNEY a ; LININ INSTALL REPRODUCTION PANELS P) w U, _..... . .._....._....._INSTALL REPRODUCTION �ANELul) S (TYP) I WIDE BOAR( FLOOR (TYP) CT �LOOR(TYP) I RESTORE STAIR RAILINGS tO Q w REPRODUCE STAIR AND RAILINGS MT) I WO 2 z w w I I I AND PANE LSI(TYP) _.............................._........._......_...... .. ....................... _........._......_ U' I RESTORE I p x Z BRICK PAVE CHIMNEY � ', w GARDEN ARE 0 EG x I O O UNIT I w ------------- CD -- -- --------------L---- -----------------1--------- ------- I — ------r--�„1--- Ic------- m -------- 2-W002 1\.Dd1 WO 2 qI I .._................._'a - _... .....__....._........_..._.........._......._........._ a I� ... ` lo HALL LIVING ROOM I B tp ------------- --------------------------- '---------------------------*- e RESTORE FIREPLACE AND CHIMf�J, EY F � INSTALL REPRODUCTION PANEL (TYP) WO 2 WIDE BOARD FLOOR (TYP) I 4 RUBBLE STORE WALL EXPOSE TIMBER COLUMN AND;,BEAMS (TYP) I ...._....._.........CO ..._.._.....-_........_. ..............._................_.................._.........._....._................._................. _... a APPROX LOCATION I I I 8-0 W002 IN-6 Wp02 5.7'8' a g.ga 30'38" �.%ASS.-44C �Qla L, gC¢ .� to OI CONSTRUCTION PLAN FLOOR 2 G9 BOSTON STREET, SALEM MASSACHUSETTS SCALE : 1/4"= P-0" I 203 I SDA Scnopr i Desigu Associates oNecn�mcesraeer i os�sussnanrsetzs 91641-0110 aa-o^ Hn ' o STORAGE 3 STORAGE p w ZtOFRIDGEBELOW W4LL AT G'-G" AFF _ m lb n itb ds Q BEDROOM...... _ z U _....._....................... .................._._....._.........._.............. 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US FLOOR I __ ____ GRANITE ENTRANCE 5LA5 - ----------- EL: 0'-0" ----------------- ------------ ------ ----------- -- ------4- AIR MAX 8112 ------------------ ------------- -- -------- ---- +- 4 16' -7" i NEW FOOTING AND FOUNDATION TYPICAL 10" RC WALL __ -- _-- _1-_______ ------------- -_ ---------------------- ON 12X24RCFOOTING ELEVATIONSTOFOLLOW 8'-31/2" ; FIELD GRADING CONDITIONS WATERPROOF AND DRAIN EX BASEMENT ______ ' ' PER BUILDING CODE EL:-6'-Gl -- -------- ------------- ------- ------ =s------ - 31'-1" Q4 MASS-4c 00 O REAR ELEVATION -- MEASURED PLAN ; G9 505TON STREET, 5ALEM, MA55ACHU5ETT5 SCALE : 114"= 1'-0" A302 SDA mop Design RESTORE CHIMNEY- PARGE AND REPLACE BRICKS s5°"ates AS REQD.RIDGE AND SOFFIT VENTING TO BE COPPER °'m�m TYPICAL M" , --ROOF--- -------- EL: 27-2" r r ROOF MECHANICAL PENETRATIONS UTILIZE WINDO SEMBLY i EXISTING CHIMINY A55EMBLY cn DOUBLE GLAZED DIVIDED LIGHTPRE-PRIMED fl If TO FIT EXISTING OPENINGS GIG ALL WINDOW TRIM' TO REPRODUCE TRIM IN PHOTOGRAPHS WOOD STORMS L j 1 J ---_ - -__ ALASKA YELLOW CEDAR ROOF OVER z 235 # FELT DOUBLE LAYER w O a FLOOR 3_ WESTERN RED CEDAR SOFFITS LET INTO FACIA EL: 15'-10" - - -- PRIMED AND PAINTED to H F WOOD GUTTERS AND DOWNPOUTS Z O � N b FRAMING AND 5HETHING REPLACE IN KIND AS REQD. w p RED CEDAR CLAPBOARD EXPOSURE TO MATCH O O O HISTORIC MODEL w o I FLOOR 2 ca EL: 1-011 - - - --- - - ---------- --------- --------------------_______-__- ------__ , -_-- WATER TABLE REPLACE TO MATCH PHOTO 2 2 2 2 ' --- - ----- ----------------- a � ------------- - ----- - - i i i No 6 ] ' ALL EXPOSED SURFACES AT NEW RC FOUNDATION FLOOR I___ _ EITHER THIN SET GRANITE FINISH OR WOOD - -- --- ----------- - ---------- ---------------- -------- ,-- W EL: 0'-0" i i i ------------ i CLAPBOARDS OVER BUILDING PAPER TYPICAL TO --- ------------------------ ------------ G'ABOVE FINISH GRADE. 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GENERAL FRAMING NOTES --- - ----- - --- EX BASEMENT ______ ALL NEW FRAMING AND NAIUN TO MEET LOCAL :-6'-6" EL ----------- -- - - ` -- ------ - - - ----- - - ---------- --- STATE AND FEDERAL BUILDING ODES. a 30-38' 518" FR GB TYPICAL AT EXTERIOR AND PARTITION CONSTRUCTION BETWEEN UNITS, I TYPICAL BUILDING SECTION EXPOSE EXISTING TIMBER FRAME WHEREP05515LE AND INSTALL PINE CASED BLOCKING TO RECALL O 69 BOSTON STREET, SALEM, MA55ACHU 5ETT5 SCALE : 1/4"= I '-0" REMOVED COLUMNS AND BEAMS, A400 F a �,. CITY OF SALEM9 MASSACHUSETTS BOARD OF APPEAL y4&-1 120 WASHINGTON STREET, 3R0 FLOOR j SALEM, MASSACHUSETTS 01970 STANLEY J. LISOVICZ, JR. TELEPHONE: 978-745-9595 9 v MAYOR FAX: 978-740-9846 i Cl Y i DECISION OF THE PETITION OF GEORGE VANCOTT, TRUSTEE REQUESTING A SPECIAL PERMIT AND A VARIANCE FOR THE PROPERTY LOCATED AT 69 BOSTON STREET R-2 A hearing on this petition was held on April 20,2005 with the following Board Members present: Nina Cohen, Chairman, Richard Dionne, Bonnie Belair,Nicholas Helides and Edward Moriarty. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening New in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting a Variance from lot width, lot size,number of stories, side yard setback,front yard setback and use restrictions to subdivide the lot and construct a four- family residential building for the property located at 69 Boston Street R-2 The provisions of the Salem Zoning Ordinance which is applicable to the request for a Special Permit is Section 5-3 0),which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance,the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permit for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extent expansion of nonconforming lots, land, structures,and uses,provided,however,that such change extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms,this Board is, when reviewing Special Permit request may be granted upon a finding by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Variances which have been requested may be granted upon a finding of the Board that: A. Special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other lands, buildings or structures in the same district. B. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise,to the petitioner. DECISION OF THE PETITION OF GEORGE VAN COTT, TRUSTEE REQUESTING A SPECIAL PERMIT AND A VARIANCE FOR THE PROPERTY LOCATED AT 69 BOSTON STREET R-2 page two C. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or of the Ordinance. The Board of Appeal, after careful consideration of the evidence presented, and after reviewing the plans makes the following findings of fact: 1. Petitioner, through his attorney John Keilty Esq. of 40 Lowell Street, Peabody seeks variances to subdivide a 12,000 sq. ft. residential property at 69 Boston Street. The purpose of the subdivision is to develop a four-unit condominium on a portion of the lot and convey the remainder to a local preservation group, Historic Salem Inc. to allow the group to undertake restoration of an existing histories house at its own expense. 2. Historic Salem Inc. (HSI) identified the residence at 69 Boston Street, known as the Pope house, as an endangered property in 2003. It was build around 1740 and occupied by members of Salem's Quaker community. In recent years the structure was neglected. A report on the present condition of the Pope house prepared for HSI by John Wathne of Structures North Consulting Engineers concludes that the house is salvageable and is a contextually significant structure that could continue to serve as a residence with proper repairs and weather protection. 3. Dimensional variances are requested for both lots. The proposed four-unit residential condominium requires a five-foot variance from front setback on the Putnam Street property line and a three feet variance from side setback on the eastern property line. The proposed subdivision also requires lot size and lot width variances for both lots. The Putnam St. parcel, Parcel 2, would be 7804 sq. ft in area with a lot width of 64 ft, and the Boston St. parcel, Parcel 1, would be 4205 sq. to. In area with a lot width of 70 feet. 4. Petitioner also seeks a variance to allow the condominium to be three stories tall. Because there is no vehicular access from Boston Street both properties will be entered from Putnam Street. 5. Finally, petitioner needs a variance pursuant to Art. DC, Section 9-5 (a) to enable him to develop 4 residential units in an R-2 district. As grounds for the variance, petitioner contends that the preservation of the historic structure requires development of the adjacent lot. DECISION OF THE PETITION OF GEORGE VAN COTT, TRUSTEE REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 69 BOSTON STREET R-2 page three 6. Petitioner submitted a parking plan for the residential units on both lots. Under Petitioner's plan, six spaces belong to the condominium residents and two are deeded to the Pope House residents. A parking easement and a historic preservation restriction pursuant to M.G.L. c 184 will be conveyed to HIS along Parcel 1. Petitioner further agreed to make a donation to HSI of$15,000 towards the restoration project, to be delivered at the closing and prior to the issuance of a building permit. 7. In order to develop the property, petitioner will reconstruct a concrete masonry retaining wall along the dividing line between Parcels I & 2, not exceeding four feet in height, which will have a visible course of brick for its entire length and height. Petitioner agreed to build a staircase to allow access from Parcel I to Parcel 2, so the Pope House residents can access the parking area. 8. The project has the support of the Ward 4 neighborhood association and of several neighbors, who signed a petition. In consideration of the neighbor's wishes, petitioner agreed to impose a residential requirement upon the owners of the four condominium units, which will be memorialized in the condominium operating agreement and communicated to every prospective buyer. 9. Petitioner also agreed to review drainage conditions on the site with the Planning Board and the City Engineer and to install storm water runoff measures to ensure that water runoff from the condominium on Parcel 2 flows towards Putman St. and is collected in a City catch basin, or whatever other arrangement may be required by the City Board or official with jurisdiction over such matters. 10. On or about April 21, 2005, petitioner executed an agreement with the representatives of HSI, which is incorporated by reference herein. In furtherance of the goal of preserving the Pope house on Parcel I and in accordance with the terms of the agreement, petitioner aggress immediately to secure the Pope house against further weather damage by installing a temporary roof. The Petitioner's failure to install a sufficient temporary roof or to complete any one of the conditions set forth above or any conditions set out in the agreement with HSI will constitute failure to fulfill the conditions under which this variance is granted. On the basis of the above findings of fact, and on the evidence presented at the hearing the Zoning Board of Appeal concludes as follows: 1. Special conditions do exist which especially affect the subject property but not the district in general. DECISION OF THE PETITION OF GEORGE VAN COTT,TRUSTEE REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PORPERTY LOCATED AT 69 BOSTON STREET R-2 page four 2. Literal enforcement of the provisions of the Ordinance would involve substantial hardship on the petitioner. 3. Literal enforcement of the provisions of the Ordinance would involve substantial hardship on the petitioner. 4. The relief requested can granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the ordinance. 5. The Special Permit granted can be granted in harmony with the neighborhood and will promote the public health, safety, convenience and welfare of the City's inhabitants. Therefore, the Zoning Board of Appeal voted, 5 in favor and 0 in opposition to grant the relief requested with the following conditions. 1. Petitioner shall comply with all city and state statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction 5. A Certificate of Occupancy shall be obtained. 6. Petitioner shall obtain proper street numbering from the City's Assessor's Office and display said numbers as to be visible from the street. 7. Petitioner shall obtain approval from any City Board's or Commission having Jurisdiction, but not limited to the Planning Board. 8. Petitioner shall comply with the Purchase and Sales Agreement. 9. Petitioner shall convey $15,000 to Historic Salem Inc. at the point of sale. 10. Condominium on Parcel 2 shall be owner occupied and written into the condo Documents. 11 Petitioner shall prepare storm water runoff plan with the City's Engineering Department and Planning Board. 12 Petitioner shall install rolled roofing to replace blue plastic tarp subject to approval from John Watne, Structural Engineer / 13. Petitioner shall create a solid retaining wall faced in;ohen, k. l VARIANCE & SPECIAL PERMIT Nina Chairman GRANTED APRIL 20, 2005 Board of Appea A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the Certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name or the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal ` CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KIMBERLEY DRISCOLL w MAYOR 120 WASHINGTON STREET♦SALEM,MASSACHUSETTS 01970 TEL;978-745-9595 ♦ FAX:978-740-9846 VIOLATION NOTICE PROPERTY LOCATION 69 Boston Streeet July 7, 2006 !ate ,�.�. Raymond L. Young 87 Federal Street Salem, MA 01970 Dear Mr. Young; The above listed property has been found to be in violation of the following State Codes and/or City Ordinances: 780 CMR, State Building Code, Section 121. The current situation with this property causes it to be deemed an unsafe structure, this requires the immediate securing of this site. This must be start within the next 24 hours or the City will be forced to accomplish this on their own and at your expense. Please take the appropriate actions and contact this office immediately. Said violations must begin to be corrected, repaired, and/or brought into compliance within 2 days of your receipt of this notice. Failure to do so may result in further actions being brought against you, up to and including the filing of complaints at District Court. If you have any questions regarding this letter, please contact the Building Inspectors Office at (978) 745-9595, extension 386. Sincerely, oseph E. Barbeau, Jr. Assistant Building Inspector CC: file, Mayor's Office, Councilor O'Leary, Fire Prevention, Police Dept., Health Dept. CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KIMBERLEY DRISCOLL MAYOR 120 WASHINGTON STREET♦SALEM,MASiACHUSEM 01970 TEL:978-745-9595♦ FAX:978-740-9846 VIOLATION �opY NOTICE PROPERTY LOCATION 69 Boston Streeet July 7,2006 Raymond L. Young 87 Federal Street Salem,MA 01970 Dear Mr. Young; The above listed property has been found to be in violation of the following State Codes and/or City Ordinances: 780 CMR,State Building Code, Section 121, The current situation with this property causes it to be deemed an unsafe structure, this requires the immediate securing of this site. This must be start within the nest 24 hours or the City will be forced to accomplish this on their own and at your expense. Please take the appropriate actions and contact this office immediately. Said violations must begin to be corrected, repaired, and/or brought into compliance within 2 days of your receipt of this notice. Failure to do so may result in further actions being brought against you, up to and including the filing of complaints at District Court. If you have any questions regarding this letter,please contact the Building Inspectors Office at (978) 745-9595, extension 386. Sincerely; oseph E.!arbeau,Jr. Assistant Building Inspector CC: file,Mayor's Office, Councilor O'Leary, Fire Prevention, Police Dept.,Health Dept. �v CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR �gNIN6 SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 ®PY June 9, 2005 To Whom it May Concern RE: 69 Boston Street According to our records, it has been determined that the building located at 69 Boston Street is a legal grandfathered non -conforming 2 family dwelling. This is to determine use only and in no way is meant to confirm or deny whether said property is in compliance with all building, plumbing, gas, electric, fire or health codes S cerely, &rz ' Thomas St. Pierre Zoning Enforcement Officer CITY OF SALEM MASSACHUSETTS7TY BOARD OF APPEAL C QF 120 WASHINGTON STREET, 3RD FLOOR SALEM, MA 01970 TEL. (978) 745-9595 I1 A STANLEY J. USOVICZ, JR. FAX (978) 740-9846 � MAYOR h 54 DECISION OF THE PETITION OF PETER COPELAS REQUESTING A VARIANCE AND SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 69 BOSTON STREET R2 A hearing on this petition was held May 21 2003 meeting with the following Board Members were present: Nina Cohen Chairman, Richard Dionne, Bonnie Belair, Nicholas Helides and Joan Boudreau. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. At the request of the petitioner's Architect, Richard Griffin, the Salem Board of Appeal voted 5-0, to grant leave to withdraw this petition without prejudice requesting a Variance for the property located at 69 Boston Street located in a R-2 zone. GRANTED LEAVE TO WITHDRAW WITHOUT PREJUDICE MAY 21, 2003 Nina Cohen, Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal i u CITY OF SALEM, MASSACHUSETTS BOARD OF HEALTH r 120 WASHINGTON STREET, 4TH FLOOR D'�q� �� TEL. 978-741-1800 978-745-0343 tiIANLEY US,IVICZ. JR. JOANNE SCOTT, MFH, CHO MAYOR HEALTH AGENT January 3, 2002 Peter Copelas, Jr. 135 Boston Street Salem, MA 01970 Dear Mr. Copelas In accordance with Chapter III, Sections 127A and 1278 of the Massachusetts General Laws, 105 CMR 400.00, State Sanitary Code, Chapter I: General Administrative Procedures and 105 CMR 410.00: State Sanitary Code, Chapter 11 Minimum Standards of Fitness for Human Habitation, an inspection was conducted of the property at 69 Boston Street #1 occupied by Bob Burkinshaw conducted by Jeffrey Vaughan, Senior Sanitarian on Wednesday, January 2. 2002 at 9:00 A.M.. I Notice: If this rental unit is occupied by a child or children under the age of 6 years, it is the property owner's responsibility to notify tenants of lead related reports and tests, and to ensure that this unit complies fully with 105 CMR 460.000 : y Regulations for Lead Poisoning Prevention and Control. For further information or to request an inspection, contact the Salem Health Department at 741-1800. You are hereby ORDERED to make a good-faith effort to correct the violations listed on the enclosed inspection report. Failure on your part tocomplywithin the time specified on the enclosed inspection report will result in a complaint being sought against you in Salem District Court. Time for compliance begins with receipt of this Order. Should you be aggrieved by this Order, you have the right to request a hearing before the Board of Health. A request for said hearing must be received in writing in the office of the Board of Health within 7 days of receipt of this Order. At said hearing, you will be given an opportunity to be heard and to present witness and documentary evidence as to why this Order should be modified or withdrawn. You may be represented by an attorney. Please also be informed that you have the right to inspect and o'o,ain copies of all relevant inspection or investigation reports, orders and other documentary information in the possession of this Board, and that any adverse party has the right to be present at the hearing. Please be advised that the conditions noted may enable the occupant(s) to use one or more of the statutory remedies available to them as outlined in the enclosed inspection report form. F the Board of Health: Reply to: i o n n e' Sc Jeffrey Vaughan Health Agent / Senior Sanitarian cc: Councillor Leonard O'Leary, Building Inspector, & Tenant Certified Mail#7099 3400 0008 9218 4734 JS/sjk c-h-violet y c CITY OF SALEM HEALTH DEPARTMENT �Po Salem, Massachusetts u1970 Pale 1 of 3 State Sanitary Code, Chapter II: 105 CMR 410.000 Minimum Standards of Fitness for Human Habitation Occupant : BOB Burkinshaw Phone: 978-744-8015 Address.- 69 Boston Street Apt.# 1 Floor 1 Owner: Peter Copelas, Jr. Address: 135 Boston Street Salem, MA. 01970 Inspection Date: Jan. 2, 2001 Time: 9:oo AM Conducted By: Jeffrey Vaughan Accompanied By: tenant Anticipated Reinspection Date: ,z? days from receipt. O/c 7c Specified Time Reg.#410.. Violation(s) Due to a complaint an inspection was conducted in accordance Gwith Article II, State Sanitary Code, 105 CMR 410. Upon inspec ion the following were noted: O K IS 1 /i4U -SW _ C-2i .vim r : One or more of the above violations may endanger or materially impair t e health safety, and well being of the occupant(s) Code Enforcement Inspector _ - _ .r% Sr, Sanitarian Este es documento legal importante. Puede que afecte sus derechos. Puede adquirir una traduccion de esta forma sies necesario Ilamar at telefono 741-1800. Appendix II (14) T,eQal Remedieq fnr TPnantc of Recirlential T-Tnncino The following is a brief summary of some of the legal remedies tenants may use in order to nor housing code violations corrected : 1. Rent Withholding(Massachusetts General Laws, Chapter 239, section 8A): If Code Violations Are Not Being Corrected you may be entitled to hold back your rent payments. You can do this without being evicted if: You can prove that your dwelling unit or common areas contain code violations which are serious enough to endanger or materially impair your health of safety and that your landlord knew about the violations before you were behind in your rent. You did not cause the violations and they can be repaired while you continue to live in the building. You are prepared to pay any portion of the rent into court if a judge orders you to pay it. ( For this, -side in a safe place) 2. Repair and Deduct(Massachusetts General Laws, Chapter III, section 127L): The law sometimes allows you to use your rent money to make the repairs yourself If your local code enforcement agency certifies that there are code violations which may endanger or materially impair your health, safety, or well-being, and " your landlord has received written notice of the violations,you may be able to use this remedy.If the owner fails to begin necessary repairs (or to enter into a written contract to have them made)within five days after the notice or to complete repairs within 14 days after notice,you can use up to four months rent in any year to make repairs. 3. Retaliatory Rent Increases or Evictions Prohibited (Massachusetts General Laws, Chapter 186, section 18, and Chapter 239, Section 2A): The owner may not increase your rent or evict you in retaliation for making a complaint to your local code enforcement agency about code violations. If the owner raises your rent to try to evict within six months after you have made the complaint,he or she will have to show a good reason for the increase or eviction which is unrelated to your complaint. You may be able to sue the landlord for damages or if he or she tries this. 4. Rent Receivership (Massachusetts General.Laws Chapter II, section 127 C-H): The occupants and/or the Board of Health may petition the District or Superior Court to allow rent to be paid into court rather than to the owner. The court may then appoint a"receiver"who may spend as much of the rent money as is needed to correct the violation. The receiver is not subject to a spending limitation of four months'rent. 5. Breach of Warranty of Habitability: You may be entitled to sue your landlord to have all or some of your rent returned if your dwelling unit does not meet minimum standards of habitability. 6. Unfair & Deceptive Practices (Massachusetts General Laws, Chapter 93A) : Renting an apartment with code violations is a violation of the consumer protection act and regulations, for which you may sue an owner. The information presented above is only a summary of the law. Before you decide to withhold rent or take any other legal action, it is advisable that you consult an attorney. If you can not afford to consult an attorney, you should contact the nearest legal services office, which is Neighborhood Legal Services 37 Friend Street Lynn, MA. 01902 (781)-599-7730 CO CITYOF cel FM HEALTH DEPARTMENT f Salem, Massachusetts 01970 Page a Of 3 'o-4mrg Date: Name: Address: 6y Specified Time Reg.#410.. Violation(s) (- G .�� A S J S'N NS C �9,iC T) .L C%��.N TC / r — ;L, �; e woR� A /�7 p O O / lG ON C.. i✓ —� CA R� Go iie -z-e S'¢. iN Acv✓ A Cc It — .S.�oC2 L./iivC/Ot✓ iit/ �' � Citi C T Page 3 ofd_ Date: i/a/a Name: Address Specified Time Reg.#410.. Violation(s) c T7e e.1._r<.c:�„2 .- - Soa — F 7- 271 J.'sIle m i ,•� Ai. /aro //a PVo t 7a I n I -G tiS y MOWS TSI CONSULTING April 18, 2005 �_I' S ENGINEERS, �h INC. Historic Salem, Inc. 9 North Street Salem, MA 01970 978-744-4536 Attention: Meg Twohey Reference: 69 Boston Street Structural Condition Dear Meg: On Monday, March 7 t visited 69 Boston Street in Salem to perform a general, "due- diligence" visual inspection of the building's structural framing. The following is a summary of my findings and recommendations observations. Noted Conditions and Recommendations. Interior- 4 • The stone foundation appears to be in a generally sound condition, considering �c its age and construction type. Some minor repointing and localized repairs are necessary. — t?Qf'4�,e &,,f ,5 4,&, L,.,7'k /Wi- f�4,e1744, • The exposed first floor framing over the partial basement appears to be in sound condition. • The bottoms of many of the wall studs are rotted or have been attacked by wood- boring insects- others have had their bottoms removed and replaced with dimensional lumber cripples and nailed, partial-length scabs, or are missing completely. All rotten stud material should be removed and cripples added below the cut-off portions that remain. These should be laterally stiffened by full- length sisters, as should be the existing cripples with partial length scabs. Missing studs should be replaced. In all cases, the exterior sheathing should be directly nailed to the new cripples, sisters and replacement studs to provide a sufficient support for the exterior skin as well as to laterally brace the studs. • A major portion of the perimeter sill around the house is extensively rotted and must be replaced. Fetor x P.O. Box 8560 / 60 Washington Street, Suite 401 • Salem, Massachusetts 01971 Voice (978) 745-6817 • Fax (978) 745-6u67 www.structures-north.com elutes North.; 69 Boston Street Y8,20Q5. Salem,MA The damage that has occurred to the sill and to the bottoms of several posts has caused the structure to settle downward unevenly. ArAttempt should be made x . to lift the structure as this repair work is being done. w : b�� �a to �� i�.,tgtl•� � Several of the primary timber posts have been devoured by termites and cannot be saved, particularly toward the rear of the structure. A few others have i damage that is limited to the posts lower foot or two. The most damaged posts must be removed and replaced with new timbers. The posts with limited damage can be repaired by removing the bug-eaten portions of the members and replacing these with new timber dutchmen that are half-lap or scarf jointed to the remaining timbers. • The end of at least one of the second floor, interior summer beams is rotted j and/or termite-eaten, along with the ends of several of the second floor joists. These should be sistered and/or dutchman-repaired, depending upon the extent of damage and the location. The most extensive damage has occurred in the rear ell. Other than for these conditions, the majority of the second floor framing in the main portion of the structure is in serviceable condition. • A relatively small percentage of the exposed floor and wall sheathing is rot- damaged, particularly where water has freely entered the structure for long periods of time, mostly along the perimeter and toward the rear of the structure. This should be replaced with new boarding or plywood, where not architecturally exposed. • At least one of the roof rafter / attic tie girt connections is rotted. and must be dutchman-repaired and/or gusseted. This can be seen from the exterior. Other for this and some relatively minor roof purlin damage and sheathing deterioration, the main roof structure looks good. The roof rafter/attic tie girt connection must ;I be dutchman-repaired and/or gusseted and, the damaged purlins must be sistered, and the damaged sheathing boards must be replaced. • The roof purlins sag between the rafters due to the relatively small sizes of the purlins. This is a common condition that does not mean that the structure is unsafe, only that the purlins deflect too much. The sagging purlins should be sistered with new wood, and straightened if possible. Exterior- i • The siding is missing from the main structure, south wall, and is disturbed at the east wall, where it appears where there was once an attached vestibule. Elsewhere, there are holes and gaps in the siding that allow water to enter the structure.. The siding should be repaired and the structure's weather-tightness I restored. Damaged sheathing boards should be replaced where encountered. i i I : j 2 I j I Structures North 69 Boston Street 1pAl 18,2005 Salem,MA f+ < The roof sags due to interior conditions (noted',abovel .but the structure is e generally intact. The roof has been covered with allue tarp, presumably due to the poor condition of the roofing system which should be replaced. • The main chimney's mortar parging is flaking off, meaning that water has entered the masonry and is freezing and shifting it. The top portion of the chimney will likely need to be at least partially rebuilt and re-parged. Other than for.the conditions that have been noted above, the structure is in a generally salvageable condition and no worse than historic structures with which we are involved in restoring a routine basis. With proper repairs and weather protection, 69 Boston Street can continue to serve as a residence for many years to come. Demolition would be an overreaction to these conditions and would be an unfortunate and needless waste of an otherwise restorable, historic and contextually significant structure. Until permanent repairs can be completed, it is our opinion that the structure is sufficiently stable so as not to present a collapse hazard to the general public, as long as the structure is kept secure from vandals and intruders. Thank you for the opportunity to investigate this interesting and historic structure. Please note that the preceding is based upon a limited-scope site investigation and upon purely visual inspection and auditory-"sounding°. Structures North Consulting Engineers, Inc. cannot be held responsible for variations in conditions that are uncovered during the actual completion of the recommended repairs that may differ from the conditions that are noted above. Please contact me if you have any questions or if we can be of further assistance. 7Res Ny yeta Bolin M. Wathne, PE, President Structures North Consulting Engineers, Inc. 3 F - E ONCRETE SHALL ATTAIN A MINIMUM AVERAGE COMPRESSIVE STRENGTH (F'C) OF 4,000 8 DAYS' AGE. 2. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 DEFORMATIONS CONFORMING TO ASTM A-305. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACI DETAIL STANDARD ACI 315. LAP ALL REINFORCING STEEL IN ACCORDANCE WITH ACI 318 REQUIREMENTS. 3. CONCRETE COVER FOR REINFORCING SHALL BE PROVIDED AS SPECIFIED IN ACI 318. 4. PROVIDE AND INSTALL ALL NECESSARY TIE BARS, SPACER BARS, CHAIR BARS, AND BOLSTERS AS REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION BEFORE PLACING CONCRETE. ALL SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS". 5. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, OR REQUIRED, THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS LAPPED AT NECESSARY SPLICES. SPLICES STAGGERED WHEREVER POSSIBLE, AND HOOKED AT DISCONTINUOUS ENDS. 6. ALL FOOTINGS SHALL BE PLACED ON MINIMUM 12" LAYER OF 95% COMPACTED BANK RUN GRAVEL UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 7. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 305 SHALL BE PERFORMED IN ACCORDANCE WITH ACI 305. 8. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 306 SHALL BE PERFORMED IN ACCORDANCE WITH ACI 306. FOOTINGS 1. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL OR COMPACTED ENGINEERED FILL HAVING A MINIMUM BEARING CAPACITY OF 6,000 POUNDS PER SQUARE FOOT. 2. ELEVATIONS GIVEN ARE TO COMPUTED BOTTOM OF FOOTINGS, ARE MINIMUM DEPTHS AND ARE NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD BEARING. 3. BACKFILL SHALL CONSIST OF WELL GRADED SAND AND GRAVEL AND GRAVELY SAND, FREE FROM ICE AND SNOW, ROOTS, SOD, RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. OF G RICHARD A. m SALVO -'. .`. __.__.,__..___.. ..... ........_. CIVIL No. 41851 it-lot �Q PREPARED BY' PROJECT: / o, Proposed 4 Unit Condominium ®1 69 Boston Street Engineering Alliance. Inc. Salem, Massachusetts I ftwopCwsm"s PROJECT#: 05.11501 DATE: NOVEMBER 9, 2006 swa 'ia oleos SCALE:— DWG FILE NAME: 05-11501.DWG - hi pep a1-1�s 'MCM'I4174= DESIGNED BY: JEH CHECKED BY: RAS DRAWING TITLE: DRAWING#: PROPOSED RETAINING WALL NOTES 1 OF 3 II r� I - \ I 43.67 Q I I \ I I \ I _j \ — I \ I \\ I I 1 PARCEL 2 ��- - -I- - _ PGB 7804 SF I ' a 181 I I R=43.00 O I 1=35.75 70.2' I I I I T.O.W.=43.50 B.O.W.=+/-37.0 PROPOSED 12" WIDE REINFORCED —CONCRETE RETAINING WALL - - - -3s, , — � J \ I PROPOSED 8" VIDE � — _ T.O.W.=43.50 0l \ I _BRICK SHELF ante B.O.W.=+/-37.0 \ — — —34—— PROPOSED FACE OF RETAINING \\ I WALL AT PROPERTY LINE. I I — OWNER RESPONSIBLE TO I I0 SECURE TEMPORARY —32— — \ CONSTRUCTION EASEMENT. PREPARED BY: PROJECT: U4U�I �iiiipp Proposed 46UBnot Condominium ostn Street Engineering Alliance, Inc. Salem, Massachusetts �Ill 1940, =,,r PROJECT#: 0511501 DATE: NOVEMBER 9, 2006 .'F.MM SCALE: 1'l DWG FILE NAME: 05-11501.DWG Tel rlil DESIGNED BY: JEH CHECKED BY: RAS DRAWING TITLE: DRAWING#: PROPOSED RETAINING WALL PLAN 2 OF 3 NOTES 1. IN THE EVENT LEDGE IS NOT ENCOUNTERED THE BOTTOM OF THE FOOTING SHALL BE LOCATED 4 FT BELOW PROPOSED GRADE (ELE: 33.0 +/-) AND SHALL HAVE A TOTAL WIDTH OF 6 FT. ALL STEEL SHALL BE EXTENDED ACCORDINGLY. 2. AT THE TRANSITION BETWEEN THE LEDGE WALL AND NON-LEDGE WALL THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION JOINT. 1 0' PROPOSED BARRIER/GUARDRAIL TO BE DESIGNED BY OTHERS N S 3/4" CHAMFER (TYP. BOTH EDGES) _ TOP OF WALLAh __FINISHED GRADE VARIES) #4 012"O.C. VERT. N.S. 8" THICK LAYER OF 3/4" CRUSHED STONE a #4'S ® 12"O.C. NORMAL TO MAIN STEEL #4 ® 12" O.C. HORIZONTAL STEEL #6'S ® 12-O.C. MAIN REINFORCING STEEL (3" CLEAR) a � f 1" WEEP HOLES 2"X4" KEY 6"ABOVE SURFACE 10' O.C. DRAINAGE FILTER FABRIC WRAP AROUND STONE TOP AND BOTTOM z #6'S ® 12-O.C. MAIN REINFORCING STEEL (1.5" CLEAR) L N BOTTOM OF WALL .a 1=III=1 /TOP OF FOOTING " BOTTOM OF FOOTING T_ 11 an=ftl= .12I = 11: illFHIIE r #4'S ® 12"O.C. FOR LEDGE-/ (MIN) ��: -_i PLACE #5 DOWELS 1'-9" BOTH TOP AND - I- LONG ® 2'-0" O.C. IN A BED BOTTOM (3" CLEAR) ILII OF HILA HIT HY 150 g" INJECTION ADHESIVE EPDXY FOOTING WIDTH 4'-0" CAST IN-PLACE REINFORCED CONCRETE RETAINING WALL (LEDGE APPLICATION) PREPARED BY: PROJECT: Proposed 4 Unit Condominium 69 Boston Street Engineering Alliance, Inc. Salem, Massachusetts 1,19Maii3 .N PROJECT#: 05-11501 DATE: NOVEMBER 9, 2006 9. SCALE: 1'-2' DWG FILE NAME: 05.11501.DWG Tat CM)231-130rc(re1)417-WW DESIGNED BY: JEH CHECKED BY: RAS DRAWING TITLE: DRAWING#: PROPOSED RETAINING WALL SECTION 3 OF 3 ENGINEERING ALLIANCE.INC. Project: 69 Boston Street-Salem, MA Prepared By: JEH LAND PLANNING CONSULTANTS 196 CENTRAL STREET Client: George Can Cott Checked By: RAS SAUGUS,MA 01906 TEL Q81)T31-03d9 Project Number: 05-11501 Date: November 8, 2006 FAX:(7881)417-0020 Page 1 of 4 RETAINING WALL DESIGN Assumptions Soil Properties Allowable Bearing Capacity: 1 6,000 PSF Friction Angle: 30 Degrees Soil Unit Weight: 120 PCF Active Pressure Coefficient(Ka): 0.3 Passive Pressure Coefficient(Kp): _ 0.0 Coefficient of Static Friction: 0.45 Uniform Surcharge Pressure (w): 250 PSF Concrete Properties Compressive Strength: 4,000 PSI Steel Yield Strength: R2.33FT PSI Typical Design Width (b): IN Wall Specifications Wall Height(H): FT Base (B): FT Heel Length (x): Toe Length: 0 FT Depth to Frost Line(y): 0 FT WALL STABILITY ANALYSIS Wall Loading (per Linear Foot): Lateral Earth Pressure(Pa): 882 LB Surcharge(Rq): I I 1 525 LB Total Anticipated Driving Force(Ph): 1407 LB SH Overtur_ninE. ?lCF AR A. P Determine Anticpated Resisting Moment: No. 41 51 Area Unit Wt. Wt. M. Arm S. 0 (SF) (PCF) (LBS) (FT) (FT-I jaia� Footing 6.7 150 1000 3.33 3333 Wall 1 4.2 150 633 0.83 528 SOIIH.d 12.5 120 1503 2.83 4256 (Adj.for 6"reveal) Fwl 3136 Mr: 8117 ENGINEERING ALLIANCE.INC. Project: 69 Boston Street-Salem, MA Prepared By: JEH LAND PLANNING CONSULTANTS 196 CENTRAL STREET Client: George Can Cott Checked BV: RAS SAUGUS.MA 01906 TEL:(781)231-1349 Project Number: 05-11501 Date: November 8, 2006 FAX:(781)417-0020 Page 2 of 4 Total Anticpated Resisting Moment(Mr): 8117 FT-LB Total Anticpated Overturing Moment(Mo): 3895.5 FT-LB Overturing Factor of Safety: 2.1 Overturing Conclusion: O.K. Sliding: Total Anticpated Driving Force (Ph): 1407 LB Total Weight of System (Fv): 3136 LB Total Passive Weight Over Toe (F p): LB Total Anticipated Resisting Force: 1411 LB Sliding Factor of Safety: 1.0 Sliding C nclusion: FAIL x "000 Bearing Capacity Allowable Bearing Capacity: Distance of Resultant from Toe: 1.35 FT Check Location of Resultant: O.K. Eccentricity: 0.65 FT Cross Sectional Area of Footing: 4.00 SF Moment of Inertia of Footing: 5.3 FT Total Anticpated Pressure at Toe (gTce): 1553 PSF Total Anticpated Pressure at Heel (gH661): 15 PSF Bearing Capacity Conclusion: O.K. ENGINEERING ALLIANCE.INC. Project: 69 Boston Street-Salem, MA Prepared By: JEH LAND PLANNING CONSUL TANTS 196 CENTRAL STREET Client: George Can Cott Checked By: RAS SAUGUS.MA 01906 TEL(781)231-1349 Project Number: 05-11501 Date: November 8, 2006 FAX:(781)417-0020 _ Page 3 of 4 STEEL REINFORCEMENT DESIGN F'c: 4,000 PSI F'y: 60,000 PSI Flexural Capacity Reduction Factor: 0.90 Shear Capacity Reduction Factor: 0.85 Stem Load Factor: 1.7 Heel Load Factor: 1.4 Toe Load Factor: 1.7 PMin 0.0033 SF Pmax: 0.0214 SF Stem Desiqn Stem Height: 5.33 FT Lateral Load: 512 LB Surcharge Pressure: 400 LB Total Lateral Load: 912 LB Total Factorer Shear(Vu): 1550.4 LB Required "d"for Vu: 0.72 IN Factored Moment: 3361 FT-LB Actuall"d": 9 IN Mu/Obd2: 27.7 0.0033 (Table A.14) As: 0.59 SI Main Reinforcing Steel: 6's @ 12" (Table A.6) Temperature &Shrinkage Steel: AT&s 0.43 SI Alas-ouadeFace ff 0.29 SI (Min. Allowable per ACI 318 14.3) 4's @ 12" (Table A.6) AT&S-inside Face 0.14 (Min. Allowable per ACI 318 14.3) 4's @ 12" (Table A.6) Check Shear Strength: !OK LB Shear Conclusion: Hook Embedment Length: Bar Diameter: IN IRc Embedment Length Modification Factor: (Pg. 182#2) Idn� IN Determine Lap Splice Length: (Assume Class B, therefore=the greater of 1.31d or 18.50 IN Use: 24 IN ENGINEERING ALLIANCE INC. Project: 69 Boston Street-Salem, MA Prepared BY: JEH LAND PLANNING CONSULTANTS 196 CENTRAL STREET Client: George Can Cott Checked By: RAS SAUGUS,MA 01909 TEL: (781)231-1349 Project Number: 05-11501 Date: November 8, 2006 FAX:0 911 417-0 02 0 Page 4 of 4 Heel Design Heel Length: 2.33 FT Earth Pressure on Heel: 1491.2 LB Surcharge Pressure: 582.5 LB Concrete Weight: 582.5 LB Total Load: 2656.2 LB Total Factored Shear: 3718.68 LB Required"d"for Vu: 1.73 IN Factored Moment:1 4332 FT-LB Actuall"d": 9 IN Mu/Obd2: 35.7 "p 0.0033 (Table A.14) As: 0.59 SI 117 Main Reinforcing Steel: 6's @ 12" (Table A.6) Temperature&Shrinkage Steel: AT&s 0.43 SI AT&S-OutsideFacegill 0.22 SI (Min. Allowable per ACI 318 14.3) 4's @ 12" (Table A.6) AT&S-Inside Face 0-221 1 (Min. Allowable per ACI 318 14.3) 4's @ 12" (Table A.6) Toe Design Heel Length: I I I I I 1 0 FT Earth Pressure on Heel: 0 LB Surcharge Pressure: 0 LB Concrete Weight: 0 LB Total Load: I 1 0 LB Total Factored Shear: 0.0 LB Required "d"for Vu: 0.00 IN Factored Moment: 0 FT-LB Actuall "d": 9.00 IN Mu/Obdz: 0.0 "p 0.0033 (Table A.14) As: 0.59 SI Main Reinforcing Steel: 6's @ 12" (Table A.6) Temperature&Shrinkage Steel: AT&s 0.43 SI AT&S-Outside Fam 0.22 SI (Min. Allowable per ACI 318 14.3) 4's@12" (Table A.6) AT&S-Inside Face0.22 (Min. Allowable per ACI 318 14.31 4's@12" (Table A.6) Engineering Alliance, Inc. Civil Engineering 6 Land Planning Consultants 194 Central Street Saugus,MA 01906 Tel:(781)231-1349 Fax(781)417-0020 November 6, 2006 Mr. Joseph Reither Re: EAI Project#: 05-11501 295 Lynnfield Street 69 Boston Street Lynn, MA 01904 Salem, MA Dear Mr. Reither. Engineering Alliance, Inc. was on-site on Monday October 16, 2006 to inspect the site conditions and existing utilities regarding the above referenced project. During our inspection, the footing holes were being excavated. Exposed ledge was witnessed in the footing hole around the perimeter of the building. While Engineering Alliance, Inc. was not on-site during the pouring of the footings, based on our observations, the material under the footings is comprised of ledge. Should you have any questions or require additional information, please feel free to contact me. Very Truly Yours, ENGINEERING ALLIANCE, INC. Richard A. Salvo, P.E. sgcy G Principal RICHARD A. m t SALVO CIVIL No. 41851 9 Copy to: EAI File#: 05-11501 +`