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150-160 FEDERAL STREET - DISTRICT FILES wed ev- 1 Sty'P'1' - I I No 153L HASTINGS. MN-LOS ANGELES LOGAN off.M.GNEGOR T% U. S. A '033 BRAINSTORM BRONZE SRV 15% SW7033 BRA 9/07 SW7033 BRAINSTORM BRONZE LRV 15% SW7033 °/07 5% SW7033 BRAINSTORM BRONZE LRV 15% SW7+ 9/07 V 15% SW7033 BRAINSTORM BRONZE LRV 15% S 9/07 L_RV 15% SW7033 BRAINSTORM BRONZE LRV 151 9/07 N Z E LRV.......1.5.fo..... .VV 7.0 3 3 ${�A t 14 S 1 t R M---B-R O-N-Z-E -LRV 9/07 3RONZE LRV 15% SW7033 BRAINSTORM BRONZE ; 9/07 W BRONZE LRV 15% SW7033 BRAINSTORM BROW 9/07 TORM BRONZE LRV 15% SW7033 BRAINSTORM B' 9107 ,INSTORM BRONZE LRV 15% SW7033 BRAINSTOR 9/07 BRAINSTORM BRONZE LRV 15% SW7033 BRAINSI PLEXIGLASS: SMOKED . o Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX(978)740-0404 CERTIFICATE OF HARDSHIP It is hereby certified that the Salem Historical Commission had determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Signage )K Other work as described below has been approved under a finding of Hardship,as per the requirements set forth in the Historic District's Act(M.G.L.Ch. 40C)and the Salem Historic Districts Ordinance. District: McIntire Address of Property:- 166-616 Federal Street Name of Record Owner: St. James Parish Description of Work Proposed: Replace existing platform lift with enclosed vertical platform lift, located at the southwest corner with the gable capper drawings and specifications provided. Unit to have tinted glass with the metal being as close to the color of the glass as possible (similar to the catalog) and with the guardrail designed to replicate the fence but with a top rail. Reason for Issuance of Certificate of Hardship: o The application affects only the building or structure on which work is to be done and not the historic district in general. o The application is approved because it does not cause substantial detriment to the public welfare. o The application is approved because it does not cause departure from the intent and purposes of the amended Historic District Act. Dated: 10/14/09 SALEM HISTORICAL COMMISSION By ' ' The homeowner has the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings(or any other necessary permits or approvals) prior to commencing work. Re: cap options for St. James lift Page 1 of 3 Jane Guy From: Jane Guy Sent: Thursday, October 22, 2009 5:41 PM To: 'Josh Safdie' Subject: RE: cap options for St. James lift Josh, The Commission approved the"smoke"for the plexiglass and Brainstorm Bronze for the lift color. -Jane Jane A. Guy Assistant Community Development Director City of Salem Department of Planning &Community Development 120 Washington St., 3rd Floor Salem, MA 01970 978-619-5685 (F) 978-740-0404 jguy@salem.com www.salem.com From: Josh Safdie [mai[to:jsafdie@humancentereddesign.org] Sent: Thursday, October 15, 2009 2:35 PM To: 'David Hart' Cc: Jane Guy; 'Hannah Diozzi'; NPAUDEr@aol.com Subject: RE: cap options for St. James lift hi david, we received the plexi samples from the manufact:irer today and are sending them along with paint options via fedex. they are going to 120 washington street,scheduled for monday delivery. have a great weekend, josh Josh Safdie I Director of IHCD Studio Institute for Human Centered Design [formerly Adaptive Environments] 200 Portland Street Boston, Massachusetts 02114 U.S.A. 1.617.695.1225,ext.285 V(TTY 1.617.482.8099 fax www.HumanCentered Design.ora jsafdi _humancentereddesign.org 10/22/2009 Re: cap options for St. James lift Page 2 of 3 www.ihcdstore.org From: David Hart [mailto:davidatsalem@comcast.net] Sent:Tuesday, October 13, 2009 12:03 PM To: Josh Safdie Cc: Jane Guy; Hannah Dioai Subject: Re: cap options for St. James lift Josh: I don't think there is any need for written confirmation. We will await the color samples. David On 10/13/09 9:25 AM, "Josh Safdie" <jsafdiena.humancentereddesign.org>wrote: hi david, any thoughts yet on whether the commission would like written confirmation from National Wheel-O-Vator that they are unable to fabricate a custom cap? i will be sending the sample plexiglass and a few color samples just as soon as the plexi sample comes in from the manufacturer. thanks, josh Josh Safdie 1 Director of IHCD Studio Institute for Human Centered Design [fonnerly Adaptive Environments] 200 Portland Street Boston, Massachusetts 02114 U.S.A. 1.617.695.1225, ext.285 VRTY 1.617.482.8099 fax www.HumanCenteredDesign.org<http://www.HumanCenteredDesign.org> isafdie0humancentereddesign.org<mailto:vfletcherldlhumancentereddesign.org> www.ihodstore.org<http:/Iwww.ihcdstore.org/> From: Davidatsalem [mailto:davidatsalem@comcast.net] Sent: Thursday, October 08, 2009 3:15 PM To: Josh Safdie Cc: <jguy@salem.mm>; <npgudet(cbaol.com>; Emmanuel Andrade Subject: Re: cap options for St.James lift Josh: on the road today and Friday. I will get to the issues Monday. Sent from my Whone On Oct 8,2009, at 10:01 AM, "Josh Safdie" <jsafdie e humancentereddesign.org>wrote: dear david, 10/22/2009 Re: cap options for St. James lift Page 3 of 3 thank you for your input last night. i've spoken again this morning with the national office for National Wheel-O-Vator and they tell me that they are unable to fabricate custom caps for any of their lift models. if the Commission needs a paper trail of this conversation,the rep i spoke with said he would be happy to put this in writing—just let me know. as for the paint color for the metal elements of the lift,the manufacturer can match most Sherwin- Williams powder-coat colors. the rep told me today that they finally sent us a sample of the smoked plexiglass that the Commission approved, so when it arrives next week i can put it next to some Sherwin-Williams paint chips and propose several colors for the Commission's approval. please let me know ASAP if there is anything else the Commission needs in order to move toward final approval of the project. the Parish is hoping to complete this installation before the winter season, when the use of the lift will be particularly important. thanks in advance, josh Josh Safdie I Director of IHCD Studio Institute for Human Centered Design [formerly Adaptive Environments] 200 Portland Street Boston, Massachusetts 02114 U.S.A. 1.617.695.1225,ext.285 Vn7Y 1.617.482.8099 fax www.HumanCenteredDesign.org<http://www.HumanCenteredDesion.org> jsafdie@humancentereddesign.org<mailto:vfletchera-humancentereddesign.org> www.ihcdstore.ora - ift://www.ihcdstore.orgl> 10/22/2009 irational 509 W. `"IW S ROMIOKE, 61561 1-800-551-9095 Wheel-0-vator 9"'NONE °"w-N A Hy CD OESORIPTION: HPCDE72 SHROUD RIGHT TYPCIAL OFA M 9RAWOC NUMBER: MBN/A I N/A OR MllUE1y/"TINLESN O&RiERMSE SPE IFE LUS 45 ENCLOSURE 42 GATE POWER VENT PLEXIGLASS ROOF Ln PLEXIGLASS PLEXIGLASS © w V) V) V) V) PLEXIGLASS U w Z J w a � PLEXIGLASS biti c� 41 3/8 a SHROUD a w � w U) N N 00 g PLEXIGLASS X ^ w a 80 1/2 LOWER 0 J GATE 0 80 1/2 w = LOWER N GATE — — _ _ fI� rJ 1X O) L J (p n U w N KICK PANEL uj 0 ❑ STATIONARY RAMP �53 1/2 3/4 30 RAMP I 55 1/2 54 1/4 -) 85 1/2 FRONT VIEW SIDE VIEW I 509 W. FROST. National RdwOWE, 5 61561 1-800-SSI-9091-9095 vy heel-0-vator 'c"NONE DATE'N/A By.. OESWTION HPCDE72 SHROUD RIGHT TYPCIAL OFALER ORAWWO NUMBER N A N/A ORLOMINUS 122 UNLE55 OTi RIWMI SSPPEECI I D X45 ENCLOSURE II 42 GATE —I II POWER VENT PLEXIGLASS ROOF PLEXIGLASSJLI PLEXIGLASS w V) V) 5 PLEXIGLASS of X U w Z J \ a PLEXIGLASS Lii 41 3/8 a SHROUD a w � w V) Ul N N W x PLEXIGLASS w 0- 80 1/2 LOWER J GATE o 80 1/2 F x LOWER N V' GATE — — r� X (}T L J p 0 Uqt w C14 (D I KICK PANEL w 0 11Z 1. ❑ STATIONARY RAMP i �53 1/2 3/4 30 RAMP I 55 1/2 54 1/4 85 1/2 FRONT VIEW SIDE VIEW LOWER GATE z LEFT HAND J 51 SURFELDACANING UPPER LANDING IGRAB MAIN UP/DOWN SWITCH PAIL) W/ESTOP @ ALARM / UPPER GATE SHROUD LEFT HAND ELECTRIC JCT. BOX FOR: ELECTRIC JCT. BOX FOR: LOWER CALL/SEND UPPER CALL/SEND LOWER GATE UPPER GATE POWER TO LIFT PLAN VIEW NOTE: ALL DIMENSIONS ARE TYPICAL. CATE SWINGS ARE OPTIONAL, LEFT HAND OR RIGHT HAND. VARIOUS PLATFORM SIZES ARE AVAILABLE (UP TO 18 SQ FT) AS WELL AS OTHER OPTIONS. DRAWINGS ARE TYPICAL AND ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES DUE TO THE VARYING DEGREES OF SITE CONDITIONS, LOCAL CODES, ETC. 509 w. ER°"T W. rational R6INOKE. NT W. 61561 1-"00-551-9095 Wheel-O-Nator S'A"'NONE art:N A " B<' CD DESCRIPTION: HPCDE72 SHROUD RIGHT TYPCIAL DEALER: A DRw m NuueDt JOB: N A 5 N A OR MINNUS 1 2�U2NLE55 ONT1HE VIMLnU"LI I FLM DRAWING INDEX: X1.0 EXISTING CONDITIONS PHOTOGRAPHS i X1.1 EXISTING CONDITIONS FLOOR PLAN X1.2 EXISTING CONDITIONS ELEVATIONS I AU PROPOSED FLOOR PLAN I A1.2 PROPOSED ELEVATIONS I I I I I nwyiwxw.es�urv.� _:•..a•� _ .. I Z�o ; `� .�j 156-161 � ae F_ 0.1 i ST. JAMES PARISH W WLL + .w i;• r+rk - lOf nLOCAL HISTORIC DISTRICT MAP _ \! ..5. I � i y u C r � ��ypp']] PJ l__14. L J t_ 4 T i I + ! •i- f "� .. F,;' _ I PROJECT AREA.REPLACEMENT OF NOWFUNCTIONING INCLINE PLATFORM LIFT WITH ENCLOSED VERTICAL PLATFORM LIFT. L_ Y 4 EET y FEDERAL STR SITE PLAN VE iLGLE TWFIC X11 Ly", EYE VIEW 3 ,na=, o G - N.TS. APPLICATION FOR St. James Parish COVER IHCDSIudio CEflTIFICATE OF HARDSHIP RomanCatholic Church i • Salem Histonc Commission 200 Portland Street Accessibllky Pro ect: Boston MA 02114 166-161 Federal Street EXISTING CONDRIONS ••• r• -r Meeting Date: 16 September 2009 Salem,MA 01970 SITE PLAN r L � / � t, ►.- N �"/ o �.} .. II ._._.1 '�` "' 11 fin• f• _ A n Yb�kW}•.M4}11PYp��•+'�Y+P LL 00 FF Pr R 00 n EXISTING FACADALL VIEW E DETAIL OF 2 PROJECT AREAPOSED v PROJECT AREAPOSED �PARK NGT HANDICAPPED APPLICATION FOR St.James Padsli \/ . 0 IHCDS� & CERTIFICATE OF HARDSHIP Roman Catholic Church x 200 Portland Street Salem Historic Commission Aecessiblllty Project: Boston MA 02114 156-161 Federal Street EXISTING CONDITIONS •••°•^••�• ^°a^'� °° Meeting Date: 16 September 2009 Salem,MA 01970 PHOTOGRAPHS LhTORIVEBox I I� � FIJY@IFLOOR L 1WMCGAM'ft LAWWG. 0 / LA_N_DBEV 0'-0' ' `-CONCRETE ExTENSION OF LANOING7 LIFT CONTROL PANEL ' � nraaAn FnREGREss LOCAnON OF LIFT PLATFORMI WHEN NOT W USE I i f I I ASPS HALT PAANG Lb INCLINE PLATFORM LIFT ` HISTORIC GR NITESTEPS7 HISTORIC WROUGHT IRONSTAIRRAaM LIFT RAILMG-0 n FLOOR PLAN - EXISTING �T62V!r APPLICATION FOR SL James Pariah \/J , 1 IHCDStudio CERTIFICATE OFHARDSHIP Roman Catholic Church ,x\ I 200 Portland Street Salem Historic Cnmmission AccessibilityPro act: Basion MA 02114 156-161 Federal Street EXISTING CONDITIONS Meeting Date: 16 September 2009FLOOR PLAN Salem,MA 01970 _ z _•- _•-:--___' O �/// //f__ __=_.rte �. -__ ..r.7 � ��_-"��`�S/�,• ' ®LTi ,iii• --_--_-..�-- Bea If =s==ME Ci= _ - ___rIMP im = __ 1■1li� ;�� W14 I�i,i®IIIlliiiil9lil�'�---,®1® L___ FOUR FLOOR p, HISTORIC WMIE LANDINGS SN6 ovNIGEI QRS 1 HISTORIC WROUGHT IRON RAILING yt TO BE REMOVED IN THIS LOCATION / LANDING P `OMMETE EXTENSION OF LANDING UPPER 047E �� (EMSTr1G) In* TOWER ENCLOSING 4'-r CAEAR UFT MECHANISM li FOR EGRESS COLORTOMATCH II GRANITE BASE i,� 1 ACCESSDECN-STEEL II GMTINGONPTFMMING VERTCAL PLATFORM LIFT Ir 14420MTBUYUNE6071 �i li ii1 1 BY THE NATIONALWHEEL4VATOR,INC. 1 1 47 GUWFIDRAII-BLACK ISEE CUT SHEET INCLUDED ii ii�y��) POWDER-COATED STEEL WITH APPLILATIONI I l�i ORWROUGHTMONTYP. II INTEGRAL STATIONARY MMP " HISTORIC WRg1 i II ii MON STAIR RARING i n LOWER GATE0,� 11 ii II II 11 11 WSTO(N STEPS II ii INOG ) N II ASPHALT PAVING 11 II II -\FLOOR PLAN - PROPOSED EMSTING INCLINE PLATFORM LIFT A---- ASPHALT PAVING I 3/B'=1'-0• TO BE REMOVED -I' ELEV-6-21- • APPLICATION FOR St.James Parish A 1 . 1 I H C D Studi o CERTIFICATE OF HARDSHIP Roman Catholic Church 200 Portland Street Salem Historic Commission Accessibility Proleet: Boston MA 02114 156-161 Federal Street PROPOSED Meeting Date: 16 September 2009 Salem,MA 01970 FLOOR PLAN ----------- w - _-= _ \�/_ - -r—ii•r�3- _s_rr--_ =zopNS Mm UZEMVE \p\ _ a. _- -__-___ ___`C\ � j / Grp•�= syE _ rs _�r=_-Ml -- M �I' -•'j_i__-' __ - _ _ Ml NEI __-=�,_��■� ,:�err �� ■1�� I I I 1 I 'I II II ' I • I I I. � �I � I' 11• I I 1 14 42 00/NAT The National Wheel-O-Vator Co., Inc. Buyline 6071 E Vertical Platform Lifts S Y I - ,• r{: t t 4' 1 N Irnuul hL'Irr<i (1-I'iiirn is a nrihwnrl leader trt the a �L irrarrrr/acturirtn o/ yrrrl.tt rr.'rtreal brat/�nru /�J r ` � (!`begun- ac,c u is needed ,lor nufoor or oradoor I F' j afl�licariorrs, nn verrrcal plallorru lips erre a Sale, Industry Leading ecdnotnieal, and avwce effective n-ern to overcome 4 Year W'Chimcirn r l harrie ins. Yiarran v �� r1'atiunir7 1'{"hcc>1-C?-i'irrnr i.+ capafile q/,r:u:itnnri_>tug dre ver/ical pluIfo;ill fijr Ihi{e n+aintaill irng the drrru- hility and dependability individuals have conte to Irssociate with our lifts. Model PCDE -Acine screw drive Model HPCDE- Hydraulic drive The PCDE and HPCDE modes come equipped with a factory supplied enclosure with either clear or tinted acrylic panels. These attractive models s allow light into the runway and permit the user to see outside the unit dur- ing operation. l 1 k. 3� t3 �s �ry _ a i F$ RSV c A main control panel is found on the side guard of Model PCDE utilizing the each vertical lift. This panel consists of a constant Low Profile Carriage pressure switch and an emergency stop button. Options "Our options will hepyou travel faster and in the most contemporary 14 42 00/NAT looking vertical platform liyou can find anywhere." Buyline 6071 f FSV Package-The fastest screw driven vertical platform lift available in the market .'r •- today. The FSV package allows for travel speeds up to 30 feet per minute on all of our Acme Screw Drive units,which means you get to your destination up to 3 times faster t than other vertical platform lifts. Contact your local dealer for details. Standby Power Package-An optional standby power package is available on all our screw drive vertical platform lifts. This package 1 allows the unit to be raised or lowered under emergency battery I power. (The hydraulic unit comes standard with battery powe..) Extruded Aluminum Enclosure Package For those seeking aver- tical platform lift with a contemporary look and feel, an extruded aluminum enclosure package is available for our Model CDE and a. PCDE. This package includes aluminum side guards, complimented by a stainless steel grab rail and call/sends. Architect White is the q,� standard color for ianonal ' extruded aluminum c.herdfi vsu,r Our aluminum grab rail is a required option on all " J commercial lifts. _U A stainless steel face plate with emergency platform light- ing is available as an option. To make the unit more secure, an on/off keyed switch can be added on all operating panels. Low Profile Carriage _ We encourage all vertical platform lifts to be installed in a pit to provide the user an unobstructed entrance to the unit. However, many applications cannot be pitted and a lower level ramp is required. Ramps are typi- cally 30" long. Our"low profile carriage"option is available on all enclosed vertical platform lifts. This feature reduces the lower landing height by approximately 50%. National Wheel-O-Vator's design reduces the ramp length to 16" in new construction and as short as 10" in existing construction. The low profile carriage decreases the total space required and greatly enhances user convenience. Model WOV 355 _ The WOV355 is a vertical platform lift that looks like an elevator. This t model has a 1:2 roped hydraulic drive and full height interior platform walls. A suspended style ceiling with florescent lighting is also provided to complete the enclosure. Similar to our other vertical models, the con- trol panel buttons on the WOV 355 require constant pressure for the lift E ' to raise and lower. Drawings I ImrA aMa W all 4Ei1 1lVtl •- r y5 q .Vii I We / a:i I ie SS / �� II 51 t xAM MIR rPa'A 10-1 �15• am � r— —1 IMLs ,I un .. W so, S amn na g aE ' rAOMP VINR .910R MAR IA0.Yf rIAI ,SOR RCR BCJHBC Model with Extruded Aluminum Side Guard CDEIHCDE Model 3-Gate with Steel Side Guard WP'i4 JNRI.,W4 [ W 91Ralo �" SIWyO 3 �� •' _ � .- 1` + a - S� I m �- I- it I t I I I 4 EE� raosv nRR ._ r;zr es Ip AMRf vP'R .4SDd qlR CDPIHCDE Model 2-Gate with Steel Side Guard PCDE/HPCDE Model with Steel Side Guard Please note: All units are shown with equipment dimensions only and are subject to change. Changes in platform size and configuration will change dimensions. Additional room for running clearances will also be required. The drawing dimensions will increase with the FSV(Fast Speed Vertical)package. MODELS RE',BC,CDE, PCDE ACME SCREW DRIVE Shroud Dimension"W"All Units 36 1/4"(0.92m) MODEL 24(RE ONLY) 42 60 72 96 108 120 144 156 168 MAX.LIFT HGT 27" 45" 63" 75" 99" 111" 123" 147" 159" 171" SHROUD"X° 45" 63" 81" 93" 118" 130" 142" 171" 183" 195" MODELS HBC, HCDE,HPCDE 1:2 CHAIN HYDRAULIC DRIVE Shroud Dimension"W"All Units 41 3/8"(1.05m) MODEL 24(RE ONLY) 42 60 72 96 108 120 144 156 168 MAX.LIFT HGT NA 45" 63" 75" a 99" 171" 123" 147" 159" 171" SHROUD°X" NA1 69" 87" 99" 123" 135" 147" 171" 183" 195" REFERENCE: *RE AVAILABLE IN 24,42,60,72 MODELS ONLY - LIFT HEIGHT MUST INCLUDE PIT DEPTH,WHEN PITTED Vertical Platform Lift- Wide Specifications 14 42 001NAT Below is a general guide specification containing performance and descriptive requirements which apply to a Buyline 6071 variety of standard and custom National Wheel-O-Vator products. PART 1 -GENERAL D. The nfainframe support tubings shall be a combination of 1.1 REFERENCES square and rectangular steel tubing with a minimum.120 wall A. The lift shall be designed and tested in accordance with thickness. ICC/ANSI Al 17.1,NEC and ASME A18.1 E. Carriage arms shall be a minimum of 1"x2"steel flat bar B. All designs,clearances,construction,workmanship and instal- along with 1/2"thick steel flat bar uprights. Cam rollers shall be lation shall be in accordance with the requirements and codes used for axial carriage guidance and wear pads used for horizon- adopted by the authority having jurisdiction. The platform lift tal stability. On Hydraulic units,cam rollers shall be supported shall be subject to local,city and state approval prior to and fol- by a minimum 6.25#/ft. "T"rail with tongue and groove ends lowing installation. mated at the split sections of the machine tower. 1.2 SYSTEM DESCRIPTION F. Upper and lower limit switches A. The product described herein,manufactured by The National G Upper final limit switch Wheel-O-Vator Co.,Inc., is a vertical platform lift consisting of a H. Secondary safety nut(Acme Screw)or Slack Chain Device machine tower with a lifting platform,selected and dimensioned (Hydraulic) to provide adequate lifting height to suit the individual building 1. 24V low voltage controls requirements. The lift can be used either indoors or outdoors to I. Grounded electrical system vertically transport a wheelchair user or mobility impaired person K. Non-skid platform and access ramp over a barrier creating access to or within a building. L. Platform safety pan or runway enclosure. _ .. B. Performance M. Emergency stop button 1. Rated Load:750 pound capacity N. Top and bottom landing gates/doors provided with combina- 2.Travel Speed: Acme Screw-9 fpm tion mechanical lock with positive opening electrical contacts. FSV Acme Screw-30 fpm (Local code may vary) Hydraulic-20 fpm 0. Grab rail 3. Lifting Height: (14'max) P. Machine Tower 1.3 QUALITY ASSURANCE 1. Acme Screw: Machine tower structural side plates A. Manufacturer: A company with not less than fifteen years of shall be of 12 gauge steel and front and back covers experience in the design and fabrication of vertical platform lifts. shall be 18 gauge zinc clad steel minimum. B. Technical services: Manufacturer and dealer shall work with 2. Hydraulic: The removable machine tower sides architects,engineers and contractors to adapt the platform lift shall be of 16 gauge zinc clad steel and front and back product to the design and structural requirements of the building, -covers shall be 18 gauge zinc clad steel minimum. The site,and code requirements. machine tower shall be split for ease of installation with 1.4 WARRANTY bottom section of tower no taller than 69 inches. A. Unit shall have a four(4)year limited parts warranty on the basic unit,including all electrical and drive system components. PART 3-EXECUTION 3.1 ACCEPTABLEINSTALLERS PARTS 2-PRODUCTS A. Subcontractor Qualifications: A company that is listed as an 2.1 MANUFACTURER U.S.OWNED&OPERATED authorized National Wheel-O-Vator dealer. A. The unit shall be manufactured by National Wheel-O-Vator,as B. Electrical devices,services and final connections shall be by distributed by a qualified electrician. 2.2 FABRICATION 3.2 INSTALLATION A. Drive Systems: A. Unit shall be installed and operated in accordance with the I. Acme Screw: Motor minimum of 3/4 HP, instant ICC/ANSI Al 17.1,NEC and ASME Al 8.1 Guidelines. reverse, 1750 RPM, 115 VAC,single phase(220 volt B. Coordinate work with general contractor. optional). Back-up safety nut and auto-lubrication sys- _ C. Leave standard electrical connection drawings with electrical tem. contractor to make final electrical connection. 2. Hydraulic: 24 VDC 1 1/2 HP.Drive= 1:2 leaf chain D. The installation of the vertical platform lift shall be made in hydraulic with type"A"instantaneous slack chain safety accordance with the approved plans and specifications and the device. manufacturers installation instructions. B.Platform shall be constructed of 12 gauge minimum zinc clad 3.3 FIELD QUALITY CONTROL steel. If unit is not installed in a 3"pit,a stationary ramp shall be A. Load the vertical lift to rated capacity and test for several provided that extends under the lower landing gate/door. cycles to insure proper operation. No mechanical failures shall C. Platform side panels must be 42"high(36"residential). Side occur and no wear that would affect the reliability of the unit panel framework shall be a minimum of I"x 1 1/2"x.065 steel shall be detected. tubing for indoor units and 1x1 1/2x.125 aluminum tubing for outdoor unit. Solid infill panels shall be a minimum of 18 gauge zinc clad steel. •Note. Specifudow are mbjw to cbenge. 7 Sep 20 05 12 : 07p p. 3 09/17/2005 22:12 1978744/(3/ reser na Salem Historical Commission 120 WASHMOTON STREET,SALEM,MASSACNUSMS 019x0 97a 7�5•a$96 .31 FAX � ' it is hereby certified that the Salem Historical Commission has determined that the Proposed: O Construction O Moving Pk Rcconatrtiction CI Altemon (3DemolitionO Painting E3 Signage O Other Work as described below does not involve en exterior architcetural future or involves a feature covered by the exemptions or limitations set forth in the Historic Districts Act(M.G.L. Ch.40C)and the Salem Historic Districts Ordinance. District: McIntire Address of Property: Name of Record Owner Description of work Proposed: Repair/replace facia boards on front entrance overhangs as necessary to replicate existing. Repatr/repoint masonry as necessary to replicate existing. No changes in color, material, design or outward appearance. Non-applicable due to being in b'nd maintenance. Dated: tt79 2004 SALEM O AL COMMISSION r By The homeowner bas the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate Permits from the Inspector of BViAngs(ormrTVther necsssarY mmits U. apprVvelslPnor to commencing work, _ Salem Historical Commission 120 WASHINGTON STREET,SALEM,MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX(978)740.0404 CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed: 0 Construction ❑ Moving Reconstruction ❑ Alteration Demolition ❑ Painting ❑ Signage ❑ Other Work as described below does not involve an exterior architectural feature or involves a feature covered by the exemptions or limitations set forth in the Historic District's Act(M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District: McIntire Address of Property: 156 Federal Street Name of Record Owner: Archdiocese of of Rnetonn Description of Work Proposed: Replacement of slate to replicate existing, repair holes in gutters and repair valley flashing in kind. NO changes in color, material, design or outward appearance. Non-applicable due to being in kind maintenance/replacement. Dated: November 4, 2004 SALEM HISTORICAL COMMISSION By/ The property owner has the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. J w� s 1 4 Y Tom, it •��0� '� ( ter J� ! J L � G�U� �� Z 1 •' /�,~'moi � �/ � ��. . � . � `r ' ��-� .� � � � � ,,, i� / � .` , , . - ,, , , :. .� - -, I . .. : .: �..�� A 17 11'7d ` i Y 4- /� � i ��, , . � iiiu��m� �� ® ' � ��.� -� ,� s � ��, T� �, �� ,�, .- , ,,, , N l� . J �! �� i"'�n" � s �,. -PYA Yf/ �'R,f ' ' 40 s , �� G9 ��l� S � �` � ' ,moi \ _' � _ � \'-.: \ ��' •� � 1�� "!�1 d _b/ � �._(..�'.. i r -h �►v��J� j ..�`� ';1� -'ice,.� 1;. `t � t' » �� 7 / le, s a Salem Historical Commission 120 WASHINGTON STREET,SALEM,MASSACHUSETTS 01970 CERTIFICATE OF NON 9}fMAYLITY It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving A Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other Work as described below does not involve an exterior architectural feature or involves a feature covered by the exemptions or limitations set forth in the Historic District's Act(M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District: McIntire Address of Property: 150 Federal Street - St. Joseph's School building(former St. Iameg School) Name of Record Owner: Archdiosig of Roston Description of Work Proposed: Repair/replace facia boards on front entrance overhangs as necessary to replicate existing. Repair/repoint masonry as necessary to replicate existing. No changes in color, material, design or outward appearance. Non-applicable due to being in kind maintenance. Dated: September 22, 2004 SALEM O COMMISSION By: The homeowner has the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of — Buildingsl-orany-othernecessarypermitsorapprovals)prior to-commencingwork. � � � � i � , _ . _ __ :� _ - . .- . ,,. �, � � .� -, :� - F � r _ _ � �1 _u'Y i .. .. -t..q, _ ti .�.. _ .r -- - _ - - � r ��,> -� �.._ T� II J1� �..I 'Y � __ y��,i� �� d�� - �,� .e� � �► ` �i �� ,. r� - -f ^T� r- i -=�--� _ .. �� .- - - _ __� 'tel Ic�� —_ `� — 1_� t • _ K 4t� _ 12e_ I� �� ff■ ■■ LID - o y '"� :'�-�^ •amts. _ ✓�1' x °'fie^" .,�.. _- VY' ' I oAZ i r ml�w •� s tri • J rfi[ re � a, r. r � �� /F �y _# � l V� ; �� '_ _ i f � _,1\ '� -� � �� f - - � � � - � � Salem Historical Commission ONE SALEM GREEN,SALEM,MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX(978)740-0404 CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other Work as described below does not involve an exterior architectural feature or involves a feature covered by the exemptions or limitations set forth in the Historic District's Act(M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District: McIntire Address of Property: 150-160 Federal St, Nameof Record Owner: Archdiocese of Boston Description of Work Proposed: St. James Church—Replace copper gutters and snow guard to replicate existing. Repair/replace roof slate, cladding and flashing to replicate existing. Repainting as necessary in existing colors. All work to replicate existing—no changes in color, material, design or outward appearance. Non-applicable due to being in kind maintenance/replacement. Dated: August 5, 2002 SALEM HISTO AL SSION By: The homeowner has the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. I I . � ��` •!taya •L < •a� '�t. � ,ey,nye may[ � A!.' �, r �5 r1 .s,; fop-Voa ti - r f lay �. n / 17w<< ,j�i�o�7/t lien.� � ✓ ✓�Hyl fh = c 4101rzllo�41 //Root -y �p N0� TOWC. n Citp of *alem, A1aggac batt$ + Public Vropertp Department Wuilbing Department One Oatem Oreen (978) 745.9595 text. 380 � pe ppm Leo E. Tremblay �'1►��`* �J �`� L"'® Director of Public Property V'R 2 8 f. Inspector of Building Zoning Enforcement Officer Salem IL 'i _ Dept. April 28 , 1998 Mayor Stanley Usovicz City of Salem 93 Washington Street Salem, Mass . 01970 RE: Federal St . School Dear Mayor Usovicz : On April 28, 1998 at approximately 8 : 05 a .m. , I received a call from Paul L'Heureux the Director of Building Services for our schools, concerning a board that had come loose and fallen from the brick roof vents at the Federal Street School . He informed me that he contacted a contractor and had a lift on the job site so as to re-secure any further loose items at the roof vents and felt I should inspect said brick vents while the lift was on site . At approximately 9 : 15 a .m. I met with Mr. L'Heaureux, Mr. Collins of the Engineering Department and Mr. Plant of Boston Chimney at the job site . At which time I climbed aboard the lift and conducted an inspection of all roof top brick vents . It is my finding that all of the brick vents are unsafe and should be removed as soon as possible. But my greater concern of the moment are the two brick vents located nearest the Federal St. School front entrance at the right hand side facing the building should be removed immediately to a safe height. Speaking to the contractor on site he estimated that this could be done in approximately four ( 4 ) days, I recommended this be done immediately. The remainder of the roof brick vents should also be removed as soon as the school year is completed. I do feel that the work being done on the existing cables will secure the brick vents temporarily until the school closing. Y y Article 121 . 3 of Chapter #1 of the Massachusetts State Building Code, (Removal or making structure safe) (Copy enclosed) . Also enclosed is a copy of the City of Salem Ordinance covering demolition delay. All safety precautions are being implemented to assure the complete safety of the public and students . Sincerely, Leo E. Tremblay Inspector of Bu' dings LET: scm cc : Dr . L. Callahan, Superintendent of Schools Dr . J. Sullivan, Principal , Federal St . School Mrs . P . Field, Bus . Manager Paul L'Heureux Jane Guy Stanley Bornstein Rev . John F. Leonard, St . James Church 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE if it appears that such building or structure would be case of such demolition, the said building official especially unsafe in case of fire, it shall be deemed shall cause such lot to be leveled to conform with dangerous within the meaning hereof, and the adjacent grades by a inorganic fill. The costs and building official may affix in a conspicuous place charges incurred shall constitute a lien upon the land upon its exterior walls a notice of its dangerous upon which the structure is located, and shall be condition, which shall not be removed or defaced enforced in an action of contract; and such owner without authority from him. shall, for every day's continuance of such refusal or neglect after being so notified,be punished by a fine 121.3 Removal or making structure safe: Any in accordance with 780 CMR 118.4. The provisions person so notified shall be allowed until 12:00 noon of M.G.L. c. 139, § 3A, paragraph two, relative to of the day following the service of the notice in liens for such debt and the collection of claims for which to begin to remove such building or structure such debt shall apply to any debt referred to in this or make it safe, or to make it secure, and he shall section, except that the said building official shall employ sufficient labor speedily to make it safe or act hereunder in place of the mayor or board of remove it or to make it secure; but if the public selectmen. During the time such order is in effect, safety so requires and if the mayor or selectmen so it shall be unlawful to use or occupy such stnucture order, the building official may immediately enter or any portion thereof for any purpose. upon the premises with the necessary workmen and assistants and cause such unsafe structure to be made 121.6 Remedy of person ordered to remove a safe or demolished without delay and a proper fence dangerous structure or make it safe: put up for the protection of passersby, or to be made Notwithstanding the provisions of 780 CMR 122,an i secure. owner, aggrieved by such order may have the remedy prescribed by M.G.L. Cr 139, § 2: provided i 121.4 Failure to remove or make structure safe, that any provision of M.G.L. c. 139, §2 shall not be survey board,survey report: If an owner of such construed so as to hinder, delay or prevent the unsafe structure refuses or neglects to comply with building official from acting and proceeding under the requirements of such notice within the specified 780 CMR 121; and provided, further, that this time limit, and such structure is not made safe or section shall not prevent the city or town from taken down as ordered therein, a careful survey of recovering the forfeiture provided in said 780 CMR the premises shall be made by a board consisting;in 121.5 from the date of the service of the original • a city, of a city engineer, the head of the fire notice,unless the order is annulled by the jury. department, as such term is defined in M.G.L. c. 148, § I, and one disinterested person to be 780 CMR 122.0 BOARD OF APPEALS appointed by the building official;and,in a town of 122.1 State Building Code Appeals Board: a survevor, the head of the fire department and one Except for actions taken pursuant to 7S0 CMR disinterested person to be appointed by the building 121.0, whoever is aggrieved by an interpretation, official. In the absence of any of the above officers order, requirement,direction or failure to act under or individuals, the mayor or selectmen shall 780 CMR by any agency or official of the city,town desienate one or more officers or other suitable or region, or agency or official of the State charged persons in place of the officers so named as with the administration or enforcement of 780 CMR members of said board. A written report of such or any of its rules or regulations, excepting any survey shall be made, and a copy thereof served on specialized codes, may appeal directly to the State such owner. Building Code Appeals Board as provided in 780 CMR 122.0. 121.5 Removal of dangerous or abandoned Whoever is aggrieved by an interpretation,order, structures: If such survey report as outlined in requirement, direction or failure to act under 780 CMR 121.4 declares such structure to be 790 CMR by any agency or official of a city, town dangerous or to be unused uninhabited or or region charged with the administration or abandoned, and open to the weather, and if the enforcement of 780 CMR,excepting any specialized owner continues such refusal or neglect,the building codes, may appeal directly to the State Building official shall cause it to be made safe or taken down Code Appeals Board or may appeal first to a local or or to be made secure; and, if the public safety so regional building code appeals board and if requires, said building official may at once enter the aggrieved thereby he may then appeal to the State structure,the land on which it stands or the abutting Building Code Appeals Board as provided in land or buildings, with such assistance as he may 780 CMR 122.0. require, and secure the same; and may remove and In the sant an appeal is taken directly to the State evict, under the pertinent provisions of M.G.L. Building Code Appeals Board from an c.239,or otherwim any tenant or occupant thereof, interpretation, order, requirement or direction, said • and may erect such protection for the public by appeal shall be filed as specified in 780 CMR proper fence or otherwise as may be necessary,and 122.3-1 with the State Building Code Appeals Board for this purpose may close a public highway. In the not later than 45 days after the service of notice 28 780 CMR-Sixth Edition 2/7/97 (Effective 2128197) oz �FtTI In the scar one thousand nine hundred and eighty-six .�1tt Trbinanrp establishing a review process on applications for demolition permits for certain buildings Be it ordained by the City Council of the City of Salem, as follows: Part II, Chapter 2, Article XV, Division 2, Section 2-354 kuemois.ion Delay) of the Code of Ordinances is .hereby enacted as follows: "The Director of Public Property =hall receive applicaticns for der..clit'_cn of buildings or structures , and, in 'accordance with applicable laws or regulations , issue permits for demolition of buildines subject co the following restrictions: (a ) No permit for demolition of an existing building or structure which is listed or eligible for Listing on the National Register of Historic Places, or which is located in an established Historic District, created pursuant to this Code . of Ordinances, or which is fifty (50) or more years old, shall be granted unless it is first submitted to the Historical Cor..mission for review and comment. (b) Upon submission to the Historical Commission, the Commission, within 30 days of such submission, shall issue a preliminary recommendation regarding the granting of a demolition permit. If the Commission issues a recommendation in favor of the granting of such a permit , a demolition permit shall be issued. If the Commission issues a recommendation in ocoos . 4 on to the granting of such a permit for demolition, no permit shall be issued until a more thorough investigation is undertaken and a final written recommendation is provided by the Commission. Such investigation and reco-=andatic-n shall be completed within 180 days of the original submission to the Historical Commission. (c) During said maximum one hundred—eighty (180) day period, the Historical Commission shall meet with the property owner and conduct such hearings or investigation as it may determine to be necessary in the formulation of its written recommendation regarding the granting of such permit. The Historical Commission shall consider the following criteria in its deliberations: (1 ) The building or structure is of such interest or quality that it would reasonably meet National , State or local criteria for designation as an historic or architectural landmark. (2) The building or structure is of such unusual or uncommon • design, texture, or materials that it could not be reoroduced or be reproduced only with great difficulty and expense. (3) The building or structure is of such architectural or historic interest that its removal would be to the detriment of the public interest. (4) Retention of the building or structure would help preserve and protect an historic place or area of historic interest in the city. (d) The Historical Commission shall , within said one hundred— eighty ( 180) day period, issue a written reconoendation to the Director of Public Property and to the property owner, regarding the granting of the permit for demolition. , If no such recommendation is issued within said period, the Historical Commission shall be deemed to have recommended the granting of said permit . (e) 1n the case of a residential garage or storage shed (but excluding carriage houses as defined in the Zoning Ordinance, Section II . B. ) , the Director shall forward an application for demolition of such a structure to the City Planner and a representative of the Historical Commission. Within fifteen ( l5) days of the receipt of such a request , the Director, the City Planner, and the Historical Commission representative . shall make a determination of the historical or architectural significance of the garage or shed. If the structure is deemed significant by a majority of these three (3) individuals , the application shall be forwarded to the full Historical Commission for review as outlined above . If the structure is deemed to possess no historic or architectural significance by a majority of these three (3) individuals , or if no action is taken within the fifteen (15) day period, then a de-olition permit shall be issued. ( f ) < Nothing in this Ordinance shall supercede the regulations of the State Building Code 780 CMR, Sections 123.0 and 124.0 regarding Unsafe Structures and Emergency Measures . _ s.'c 11 , Chapter 19, Article iV, Section 19-65 of the Code of Ordinances is hereby amended by adding the following: (`:) -o review and comment on any application for a demolition permit for any building or structure in the city which is listed or eligible for listing on the National Register of Historic Places, or which is located in an established Historic District created pursuant to this Code of Ordinances , or which is fifty (50) or more years old. Se;cicn 3 . This Ordinance shall cake effect as provided by City Charter. in Cit,, Council 'Marc-h 27, 1986 Adocte^ for first passage In Ci Council April '10, 1986 M_ncr_-nt defeated ,abler by roll call vote of 7 yeas, 4 nays, 0 absent in C:_; Council April 24, 1986 m :•� =-*gym the table -' 3. Cf tp of Salem, 41a55arbu!6M5 Public Propertp Mepartment 9Builbing -Mepartnient ent Oalem Oreen (976)745.9595 ICxt. 360 Leo E. Tremblay Director of Public Property LEC `f"V EE® Inspector of Building APR Q B V-3 Zoning Enforcement Officer Salem Plutlr: Dept. APRIL 3 , 1998 ROMAN CATHOLIC ARCHBISHOP ST. JAMES PARISH 161 FEDERAL STREET SALEM, MA 01970 RE: ST . JAMES SCHOOL DEAR FATHER JOHN F. LEONARD : THIS OFFICE RECEIVED A COMPLAINT CONCERNING THE STATIS AND CONDITIONS OF THE FIVE BRICK VENTS STACKS , LOCATED AT THE ROOF LEVEL OF THE FORMER ST. JAMES HIGH SCHOOL. ON MARCH 26TH, 1998 1 CONDUCTED A VISUAL INSPECTION FROM GROUND LEVEL AND REVIEWED THE FILES IN MY OFFICE , WHICH INDICATED THAT THE BRICK VENT STACKS WERE TEMPORALLY WRAPPED WITH BOARDS ON THE CORNERS , AND CABLES WRAPPED AROUND THE EXTERIOR OF THE BRICK STACKS TO PREVENT FURTHER MOVEMENT AND TO STABOLIZE THE STRUCTURES . THIS WORK WAS COMPLETED APPROXIMATELY ELEVEN ( 11 ) YEARS AGO AS A TEMPARARY CONDITION, I WOULD IMAGINE. AS OF MY MARCH 26TH, 1998 INSPECTION, I AM CONSIDERING THE FIVE VENT BRICK STACKS TO BE UNSAFE AND FEEL THEY CAUSE AN UNDUE SAFETY HAZARD TO THE GENERAL PUBLIC AND MOST IMPORTANTLY TO THE OCCUPANTS OF THE SCHOOL. I AM REQUESTING THAT THE BRICK VENT STACKS BE REMOVED AS SOON AS POSSIBLE , OR THAT I RECEIVE A LETTER FROM A STRUCTUAL ENGINEER STATING THAT THE BRICK VENT STACKS ARE STRUCTURAL SOUND . m` Citp of Salem' A.a'q$arbU!5dt!5 Vublic j9ropertp Department 36uilbing 3Bepartment One.6alem Oreen (978) 745.9595 Cxt. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer THANK YOU IN ADVANCE FOR YOUR ANTICIPATED COOPERATION IN THIS MATTER. SINCERE ^ LEO E . TREMBLAY BUILDING COMMISSIONER CC: MAYOR USOVICZ JANE GUY, HISTORIC DEPARTMENT REGINA FLYNN, WARD II COUNCILOR �n� � lz �('yl SlllTy� �~ \r Salem Historical Commission ONE SALEM GREEN,SALEM.MASSACHUSETTS 01970 (508)745-9595 EXT.311 NOTICE OF DENIAL OF APPLICATION FOR A CERTIFICATE OF HARDSHIP RE: 158/160 Federal Street On Wednesday, November 18, 1992, the Salem Historical Commission, unanimously voted to deny an application for a Certificate of Hardship from the St. James Church without prejudice for the removal of roof vents from the Federal Street School . The denial was due to the legal deadline for acting on an application preventing the Commission from continueing the application to the Commission' s next meeting and the request that the property owner look into the option of filling in the vents vs . removal . I attest that this is an accurate record of the vote taken, not amended or modified in any way to this date . v November 19 , 1992 Jane/A. Guy / Clerk' of the Cottm ssion i/ To reapply, kindly return a completed application by November 30 , 1992 in order to be scheduled for the December 18, 1992 agenda. cc : Building Inspector City Clerk JG\SANE\OENIAL1 2 i ra_ ' — — — IbIlIq E dl ROOFING American Steeple & Tower Co. DOMES PAINTING CROSSES GOLD LEAFING CHURCH RENOVATING SPECIALISTS FLAGPOLES SLATE REPAIR Covering New England ORNAMENTS MASONRY WORK WEATHERVANES SHEET METAL WORK 123 NORTH ST. SALEM,MASS.01970 LIGHTNING SYSTEMS TEL.(508)744-7194 November 4 , 1992 Dear Father Leonard, I 'm sorry that I didn ' t have time to put a price to- gether for the reconstruction of the vents , but I really feel that the cost of rebuilding the vents would be nuch to high. My guess would be , that the cost to rebuild would be more than double the cast of removal . If by some chance, you decide to rebuild them, I would be glad to take the time to figure out what the job is worth. If you have any questions, please feel free to phone me at any time. My phone number is 744-7194. Very truly yours, Robert G. Levesque Jr. ROOFING American Steeple & Tower Co. DOMES PAINTING CROSSES GOLD LEAFING CHURCH RENOVATING SPECIALISTS FLAGPOLES SLATE REPAIR Covering New England ORNAMENTS MASONRY WORK WEATHERVANES SHEET METAL WORK 123 NORTH ST. SALEM.-MASS.01970 LIGHTNING SYSTEMS TEL.(508)744-7194 . November 4 , 1992 Proposal submitted to-- St . Jame ' s Church 161 Federal Street Salem, MA 01970 Attn: Father Leonard Dear Father Leonard, We are pleased to submit the following proposal for your consideration. RE: Removal of remaining five vents on school roof . 1 . Furnish & erect all necessary scaffolding . 2 . Carefully dismantle all five vents to just below roof . 3 . Frame in and sheath all five Openings in roof . 4 . Install heavy duty fiberglass roofing paper , and reslate all five areas using all new slate. Slate to be fastened using all copper nails . All slates to match existing slates . 5 . Remove scaffolding, clean area & haul away all debris . Price--$63 , 200 . 00 Prices as stated above. Payments to be made upon completion. All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance.We are fully covered by Public Liability and Property Damage. Note: This proposal may be withdrawn by us if not accepted within 30 days. Acceptance of Proposal Date If the above is agreeable,please sign the duplicate enclosed and return to this office. Very truly yours, American Steeple&Tower Co. Robert G. Levesque,Jr. Boston Chimney& Tower Company,Inc. P.O. BOX 272 PEABODY, MA 01960 (508) 531-6006 October 21 , 1992 St. James Church 156 Federal Street Salem, MA 01970 Attn: Rev. Leonard Sub: Ventilation Stacks 1 . Remove all loose and bulging brickwork down to a level of solid masonry. 2 . Rebuild the ventilation stacks to their original height and design. 3 . Replace all base and counterflashing with 16 oz . copper and lead counter flashing. 4 . Replace all damaged slate resulting from this work. 5 . Existing brick will be salvaged and reused to rebuild the shafts . Brick which cannot be reused will be replaced with new brick to match the existing as closely as possible in size, color, and texture. WE PROPOSE to furnish labor and material — complete in accordance with above specifications, and subject to conditions found on both sides of this agreement, for the sum of: One hundred sixty-five thousand 165, 000. dollars ($ ). Payment to be made as follows: N/30 - A late charge of 1-1/2% per month will be added to all amounts over 30 days past due. ACCEPTED. The above prices, specifications and conditions are satisfac Respectfully submitted, tory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. (Read reverse side). Boston Chimney & Tower Company, Inc. Date of Acceptance By ByRonald 0.---'/ .G� Plante,President By Note:This proposal may be withdrawn by us if not accepted within days. e/1'6�'6dQ.G Boston Chimney& Tower Company,Inc. P.O. BOX 272 PEABODY, MA 01960 (508) 531.6006 October 21 , 1992 St. James Church I 156 Federal St. Salem, MA 01970 Attn: Rev. Leonard Sub: St . James School i R I 1 . Remove five common brick ventilation air stacks from St. James School . The brick stacks shall be removed to a level below the roof . All debris resulting from the removal work shall be disposed of by the contractor. 2 . Reroof the openings matching the existing roofing slate as closely as possible in size and color. 3 . Install plywood covers on the five brick stacks below the roof. WE PROPOSE to furnish labor and material — complete in accordance with above specifications, and subject to conditions found on both sides of this agreement, for the sum of: Seventy-two thousand five hundred 72, 500 . dollars ($ ). N/30 - A late charge of 1-1/2Y per month will be Payment to be made as follows: added to all amounts over 30 days past due. ACCEPTED. The above prices, specifications and conditions are satisfac. Respectfully submitted, tory and are hereby accepted. You are authorized to do the work as Boston Chimney & specified. Payment will be made as outlined above. (Read reverse side). y Tower Company, Ina Date of Acceptance By By �t� P Ronald G. Plante, President By Note:This proposal may be withdrawn by us if not accepted within days. 'i Salem Historical Commission ONE SALEM GREEN.SALEM,MASSACHUSETTS 01970 1508)745-9595 EXT. 311 May 27 , 1993 Reverand John F. Leonard St. James Church 161 Federal Street Salem, MA 01970 RE : Ventilation Stacks Dear Rev. Leonard: Enclosed please find a preliminary budget estimate from John R. Lutz Corporation to fill in the five air vents with reinforced concrete at the Federal Street School . If you wish to submit an application concerning the vents, please contact our Clerk of the Commission, Jane Guy, at the Salem Planning Department. Thank you for your consideration. Sincerely, i THE SALEM HISTORICAL COMMISSION Richard Oedel Chairman JOHN R. LUTZ CORPORATION P.O. BOX 2070 - ' - SOUTH HAMILTON. MA 019132 508-46B-4655 Mav 11 . 1993 Milne Associates 5 Pickering Wharf Salem. MA 01970 Attn : Ms. John Wathne Ref : JRL Estimate #93-021 Reinforce Air Vents Franklin Street School Salem. MA - Dear Ms. Wathne : We are pleased to provide a preliminary budget extimate of ONE HUNDRED THOUSAND DOLLARS ($ 100 .000 .00 ) to fill in the five air ducts with reinforced concrete . If repointing the exterior of the air vents is required. please add $ 5. 000 .00 to the above . Our quotation includes removing and replacing the cap stones as well as installing the tie rods. We thank you for this opportunity to be of service . Very truly yours. JOHN R . LUTZ CORPORATION Pz John R. 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S H OF CALCULAM I L N E CHECKEDBY SY DATE DATE SCALE rn 2 ��n�STrn uc7-it�,1J o2' B� RE/°oivT txrST. �2T£CD Q,y �STE� G "NFet)t $" Ndpz17e say'-r/ Tota �SvPErrDvreA�77� Z000 r- P�Ati s�-� rioN lw rs) A10 7,`s /. Tirr)a 217-if,0f,16e-,n 4 ` l�rv' SrovFs Foy .9-L^rd7-55 7W SN,r T, G. /'r�SG`QT STG`f G 1��9-.GC'�SY LTJ fe OF i'9-pr�Q.D Lcy_....GESS/GJ NJ GS'L O cv- O v 7' B F s�'G�it,ID o e dY �.e�9yE r9v«E Ad'a `= 8EG'Ocv e- ro' /1wST/7ETE2�/NE �f, y� To _(.vSPtlr dfitc0/.vim /.t//-�.QtQ,e, coon � �.P�S lfg Fee F ig S E�t/6RLy _ST[`O/cTSf 10 --o.r'l kle7 l--1 (5o v� O AJ l�Ii�vIYS /F dvn P cc Q � Ft'7JCF/1i4 L 51` SC/YD dC. SHEET NO. OF MILNE CHECKED CALCULATED 9Y F � ��d� DATE ,Z-2-fL DATE SCALE �,QEC!/YI iN ARS . ,yr,^7" �n R Cc N STR ucT-lU�tl 02 Bta REJ�'o/vT��ST, /95 1pe v1p J • Nopzae180 pe-Il 1 oca e.Svf"7tV) ZOOo we, faNfee'72' /=iGa PLA1/ SzC 77/4 CN T-,5)_. A/O 7F�-5• —1_._ i ; I /: Tfriio.; 2EiH2O!/�: CEtiT� .Qn� STdf/ES Po.e .9-t�Fss ro sFrr� T •-sc`�T tic�OCc'S i9 retZl fO �F rio S _.__. To .BE OF /9�h.Q ©LG7J Gc�s/Gj NJ : f, F/« /•//� relle'�Pe-7e-- /.V -5Hae7- -L/FTS !-O i°l�oi0 9COu!- av7` 'ev«rte 3, leF5-r7- lA� ATE Vic_ Pi vS z�ar r oR t 9i?� G�'o� 9r 2iv{RCflSf/�N6 iPpO ��9�? /�!/13fi/�t/cj ALf'c�L� �y 8EG Oki !i-t- /, ,�nv,�Of�Tio�t/ �._�Fe``CrS O� A/JPr'-'D /�/�s.�/J`• !Ll 3, ��ST_ r/oRT,4k ST,e�.vcTxi Ta ,poo, S /F 9tiY, y ,fit .ra .peti/ o� 5 c vcs.Q�y _Srvo/c'S� _T�44 To e-o v;�2QcTOQ3 f 'y 6o vro O�J �r //ire vt YS �l� tine cc PPOWCi]II11�gk5AeNl�'I PaNbI®p.Ix.Giolon.lAxa.0lJil io OfEeI MOVEIaEFAEEI�Y[S6J6P - SHEET NO. 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MASS. 01970 ,J ty R�OlNM6�� CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ]; reconstruction [ ]; demolition [ ]; moving [ ] ; alteration [x] ; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire Historic District. (NAME OF HISTORIC DISTRICT) Address of Property: 15Z Federal St Name of Record Owner: St. .lames Church DESCRIPTION OF WORK PROPOSED: Large arched doorway in rear of church to be reopened with wood doors with 1'x1' vents. Doors to be painted. Final details on the material and design of door delegated to Commissioners Carr and Bailey. will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act (Mass. General Law Ch. 40C) and the Salem Historical Commission. Please be sure to obtain the appropriate permits from the Inspector of Buildings prior to commencing work. Dated: 11/18/93 SALEM HISTORICAL COMMISSION By ,i� �' C airm n T .7 I 0 -=�A�� :, , �c �, �. . _. . ..,,,r �. _ -. ( [� I ��'Y/��J' J /l ilD•n'1� �1' y� r �CdL �� ,rc�� ,�1 _ � i ,.��/y3 T .. +- _ _�. z i ofS� rq �, y „ 1i�� /D �� —'i��Z'�L(i • ��2�. ��i \ \ �� J t"`- � Y � � _�- y'�„ �R�J ��--I ��y�� v �n_ �'1�� i �--, Y/) o' �� _��g�;�� , �� s �,CONon4b� Salem Historical Commission CITY HALL. SALEM. MASS. 01970 AY Y 'MINE�F�S CERTIFICATE OF HARDSHIP It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ] ; reconstruction [ ]; demolition [ ]; moving [ ]; alteration [x]; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire Historic District. (NAME OF HISTORIC DISTRICT) Address of Property: 156 Federal St. Name of Record Owner: St. .lames Church DESCRIPTION OF WORK PROPOSED: Install Garaventa Stair-lift to front of church in location as proposed on sketch provided. Top landing platform to be made of wood. Existing main rails to remain. New railing for lift to be Classic Black. Lift to be install=-d so that when not in use will be stored at bottom side of stairs. REASON FOR ISSUANCE OF CERTIFICATE OF HARDSHIP: [x] 1 . The application affects only the building or structure on which work is to be done and not the historic district in general . [x] 2. The application is approved because it does not cause substantial detriment to the public welfare. [x] 3. The application is approved because it does not cause departure from the intent and purposes of the amended historic district act. will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act (Federal Laws , Ch. 40C) and the Salem Historical Commission. Dated: Oct. 22, 1992 SALEM HISTORICAL COMMISSION By Chairman � I , � � �• �,,` 1'` ` � i .. i�/�/yam :y 0, I� i - - �- ` r� . f,f� q s�' �� s C.lz„� �/�� hI �� I I II ,1 1 • I • f _Y`V � 1 I / - / I Q �.•- � �1 Ali n ° F 14425/GAR G A R A V E N T A BuyLine 0681 STAIR- LIFT .h r 1 • i J AS WE SEE IT IrWe all cherish mobility. We want to be ` "It's fun to use, and let's me independent;we want to be able to move from " get around the school to be place to place as we wish. with my friends." But for someone with a physical disability this -_ mobility may be restricted, particularly in multi , r Storey buildings where stairways can be a ="t"I barrier. As we see it, the Garaventa Stair-Lift removes this barrier, providing disabled people with a freedom others take for granted. To us the Garaventa Stair-Lift is much more than a wheelchair lifting device; it's a means of providing disabled people with mobility and independence, and the feeling that's reflected here in their faces and in their smiles. "Now I can do lots of things - M1 with my class." +' r nom' "This lift's great! It makes everything easier and has # opened up a lot of new areas ii for me." SUPERVISED operation by an attendant may be desirable in some situations, and in others it COVER:The Garaventa Stair-Lift complements may be required by code. attractive interiors,such as the display area of the Discovery Building at the British Columbia Enterprise Center,Vancouver,B.C. 14425/GAR BuyLine 0661 THE CHOICE OF ACCESSIBILITY PLANNERS CUSTOM DESIGNED to suit your needs. VERSATILE. In futuristic Whether your access problem is caused by Science Wold in Vancouver, curved or straight stairways, a few steps or a B.C., architecs chose the completely inaccessible multi-storey building, ; Garaventa Stair-Lift because we can design and build a Stair-Lift that meets of its space-saving desigr your requirements. and ability to carry virtuahy But custom design means more than the —— any type of wheelchair or ability to follow any stairway configuration. It scooter. means creating attractive lifts, no matter what the application. And for a fraction of the cost of a conventional elevator. LANDMARKS.The USS Arizona Memorial n Pearl Harbor required a reliable access system in a confined area with a corros ve salt-air environment. Garaventa met _ the challenge. c OUTDOORS, attractiveT stainless steel tubes and !I durable powder paint finishesI stand up to hash weather conditions. THE TEST OF TIME. The consistent choice of architects ' ' ¢ and building managers since 1978, Garaventa Stair-Lifts Ilk- offer daily access at thousands of installations around the t world. No other inclined wheelchair lift reflects this degree f"' of experience. +i Garaventa Stair-Lifts are at home in small towns and big - — cities, in schools, places of worship, courthouses, and all ,.>• 'N, types of public and private buildings. Many Stair-Lifts are b� installed in prominent locations, including: ` The White House, Washington, DC lolani Palace, Honolulu, HI 0 Hearst Castle, San Simeon, CA Seoul Subway Station, Seoul, Korea Maid of the Mist, Niagara Falls, NY Parliament Buildings, Canberra, Australia Royal York Hotel, Toronto, ON Canadian Chancery, Washington, DC COMPLEMENTING modern -- - architecture. Stair-Lifts can be designed to blend with the character of new buildings, " such as the Discovery Building bg at the British Columbia HERITAGE PRESERVATION the Gara\,enta Enterprise Center. way means little or no modifications to t e appearance of such historic sites as Boston's Faneuil Hall, built in 1742. THREE MODELS TO MEET YOUR NEEDS MODEL GSL-1 The key feature of the GSL-1 is its use of parallel steel support tubes and unique drive system to handle turning stairways. The attractive, elegant design and aesthetic appearance of the THE PATENTED DRIVE GSL-1 blend with the finest setting. system gives the GSL-1 its Created in a three-dimensional configuration, the tubes follow unique character. A special any stairway. A single GSL-1 system can ascend many levels, stopping like an elevator at each floor to provide total building wire rope fitted with plastic access. guides travels inside the support tubes and moves the wheelchair platform up and down the stairway. b. ' THE FLEXIBILITY OF THE GSL-1 enables it to overcome many access challenges. In this installation the tubes span a long horizontal section between flights, allowing one system to provide access to several floors. MODEL GSL-2 When straight stairways without intermediate landings prevent access, Garaventa's GSL-2 is the answer. The GSL-2 incorporates a different drive system and a C-Channel support rail which is extremely cost-effective a for this type of application. Depending on wall construction, the rail can attach directly to the wall or be ®` supported by towers. COMPACT. The GSL-2 system shown in this typical school installation occupies minimal space on straight stairways. 14425/GAR Buy[ ine 0681 MODEL GSL-3 The GSL-3 is designed to follow both the inside and outside radius of turning stairways. Except for its unique ability to - fcllow the outside radius, it is identical to the G'SL-1 in all other respects. T,ie GSL-3 can be especially convenient in a-eas with restricted space for platform Icading or parking, or in locations where it is not convenient or feasible to attach the Stair-Lift to the central core of th= stairway. P e FREE-STANDING TOWERS are used to support the tubes on landings. On horizontal \ sections, both GSL-1 and GSL-3 use a third (center) \ tube, to ensure smooth platform travel. ALL MODELS.... Use the same wheelchair Meet or exceed the ASME • Utilize Garaventa's - platforms,control panels A17.1 and CSA 8355 Intelligent Control and keys. This simplifies codes and standards for System(ICSI"), a training and ensures user public-building wheelchair sophisticated electronic familiarity if more than one lifts. control system that – model is needed in the simplifies wiring and same building. reduces service time. EASY TO USE Controls designed with the 2. WHEEL ON. When the r!� disabled user in mind allow platform arrives, fold it down, , ease of operation and i lower the ramp and wheel independent access. on. Then, set your 1. CALL THE PLATFORM wheelchair brake and fold up to your floor by using the the ramp. If you're not in a key-activated wall-mounted V❑®. _ wheelchair you can use the call station. 4� optional _=eat. * 3. PRESS THE SWITCH. 4. WHEEL OFF. The Continuous pressure on the platform stops automatical y directional switch moves the r®–..— 1 at each floor. When you �( platform up or down as 1 .. arrive at your desired floor required. The platform slowsE� �" J� fold down the loading ramp, automatically around ^ I,I� wheel off, and fold up the corners, and its compact size ramp and platform. presents minimal obstruction for passers-by. STAIR-LIFT PLATFORMS JAIL THREE PLATFORM TYPES are available to meet your needs, and can be used on any Model of Stair-Lift: 1 • Type S • Type SP • Type SPE — — Platforms can be field-upgraded, and optional features can /7sw 2 be added at any time. Features shown on the Type S platform (right) include: 7 1. Controls within easy reach of the user. 3 2. Seat, with seat belt and armrests (optional). 3. Touch-sensitive ramps to stop the lift if the wheelchair 6 rolls against them or if an obstruction is encountered. 4. Touch-sensitive plate under the platform to stop the lift , "M ° if an obstruction is encountered. 5. Six-inch-high sidewall to provide security for the user. 6. Non-skid deck surface. e� ■ 7. Actuation bar to manually raise or lower ramps. 4 5 TYPE S PLATFORM (above) r. TYPE SP PLATFORM, our most popular platform. In ;f addition to all standard safety features, the Type SP platform includes Power-FoldT and Power-RampT , which electrically raise and lower the �I platform and ramps. COMPACT STORAGE. The + / F �� platform folds to leave the stairway virtually unaffected, and may be stored on a • landing away from the stairs if building design permits. TYPE SPE PLATFORM. Along with all standard safety features, the Type SPE platform includes Power- VANDAL PROTECTION. FoldTm, Power-RampTM, and ' 7 i Bar-GuardTM electrically All platforms include the J / operated safety arms. The Vandal-Stop'l'M feature. Tm !!! � Bar-Guard arms open only When the platform is �I p —u at designated landings. When folded, a protective plate /+ not in use they are concealed covers the controls and / S and protected by the folded safeguards them from platform. Also shown are the damage. optional seat and Dek-Liter . 14425/GAR BuyLine 0681 FEATURES & OPTIONS STAIR-LIFT MODEL ATTENDANT OPERATION. FEATURES AND OPTIONS GSL-1 GSL-2 GSL-j Supplied as standardTFORMS equipment, a hand-held Side- load platform control unit allows an Power-Fold^ platform Power-Ramp*"' attendant to walk beside a I Bar-GuartlTM safety arms moving platform and control Platform emergency stop switch ItS 0 eratlOn. Platform emergency remote alarm O O p Attendant hand-control • • Red-Lampry safety inc icator • • Under-plafform sensinc • • AUDIO-VISUAL ALERT. An Under-hanger trampsg • • Bi-directional ramp sensing • • optional wall-mounted chime Platform security lock o 0 and strobe light system VIDE RAIL indicates that the lift is n use. Follows straight stairways • • • Follows inside-radius curves • • T Follows omside-raduscurves NIA • DEK-L1TE r Horizontal travel O � O platforms equipp w c-channel rail NIA wA- _� — seat, il.uminates the platform Tubulated • 0 • p Integrated handrailing O O O area for additional safety. Integrated balustrade O NIA O Remote Drive-Box location O N/A p ja Off-stairway pt _ ALL STATIONS Keyed control Surface mount COLORS & FINISHES Flush mount Free-standing pedestal mount Attendant-Call switch All Stair-Lift Models are finished in a durable, electrostaticall -a lie Emergency stop switch y PP Operating instruction plates powder paint coating, in the following standard and optional colors: RIVE,CONTROL and SAFETY Final limit-switches Standard Colors Optional Colors Overspeed safety deice • M Computerized contra system Slowing in comers •' Smooth startistop • �- Cool Grey Summit Wh Low voltage controls(24V) • Audio-visual pedestr an alert O Emergency manual lowering •i Sahara Sand _ Mercury Blu Battery backup O Drive box cover lock • Fire alarm interface ® Evening Rose _ Southern Burgun NISHES Choice of 5 standard colors Choice of 7 optional Colors Custom colors 0 Teal Green Antique Beige Two-Ione platform • Mono-color platform O Stainless steel finish O O Pacific Blue Loam Brown OUTDOORS Outdoor weatherpmofP O O" Custom Colors Starlight Silver DOCUMENTATION Shop drawings • • Site C.Istom colors are provided in Full layout drawing. 0 O p Full electrical schematics • • powder paint. If a precise color Classic Black Owner's Manual(avail.in En • • match is necessary, a tough Signage in Foreign Languages O O urethane finish is also available. silver vein Some usage STANDARD OPTIO limitations apply. KEY: All platforms • CONTACT your Garaventa Stainless Steel Type SP only In dealer for further information and Provides the ultimate Type SPE only paint samples. -\ in durability. Not available NIA NI GSL-1/GSL-3 SPECIFICATIONS GSL-2 SPECIFICATIONS PLATFORM:Width of deck is 760 mm(30 in).Length varies with need;three PLATFORM:Width of deck is 760 mm(30 in).Length varies with need; sizes available:1220 mm(48 in),1050 mm(41.3 in),and 900 mm(35.4 in). three sizes available:1220 mm(48 in),1050 mm(41.3 in),and 900 mm Power-Fold-,Power-Ramp`",safety arms and seat optional. (35.4 in). Power-Fold1T1, Power-RampT ,safety arms and seat optional. RATED LOAD:205 kg(450 Ib). RATED LOAD:205 kg(450 Ib). SPEED:Travel speed 6 meters(20 ft)per minute.Slows in corners. SPEED:Travel speed 6 meters(20 ft)per minute. TUBES:Two 50 mm(2 in)O.D.mild steel tubes spaced 600 mm(24 in) RAIL:Steel.Offset C-Channel,400 mm(15.7 in)by 60 mm(2.4 in). apart vertically.The height of the lower tube varies with the slope of stairs. MOTOR:1 H.P.208 V ac 3 phase or 208/240 V ac 1 phase. Tubes project approximately 130 mm(5 in)from wall. DRIVE CABINET:280 mm(11 in)wide by 180 mm(7 in)deep by 1400 mm MOTOR: 1 H.P.direct current.Mains power requires 208-240 V ac 1 phase. (55.1 in)high.Handwheel allows operation during power failure. Battery DRIVE CABINET:Located at top of system. 1050 mm(42 in)higi by 520 mm backup optional. (20.5)in wide by 270 mm(10.6 in)deep.Handwhee(allows operation during OVERSPEED SAFETY:Overspeed governor and brake with electrical drive power failure.Battery backup optional. protection. OVERSPEED SAFETY:Located at bottom of system. Mechanical overspeed ROLLER CHAIN: Double roller chain meets ANSI specification B-29.2. sensor and lock with electrical drive protection. ELECTRICAL CONTROLS:All operating controls are 24 volt. WIRE ROPE:8mm(0.31 in)galvanized steel core.Breaking load 4300kg(94601b) STAIRWAY CLEARANCE:1016 mm(40 in)minimum width required. ELECTRICAL CONTROLS:All operating controls are 24 volt. FINISH:Baked powder paint in choice of 5 standard and 7 optional colors. STAIRWAY CLEARANCE:Straight stairways require minimum width of Custom colors available. 1055 mm(41.5 in).GSL-1:Turning section clearance varies with olatform size WARRANTY:Limited,one-year.Three-or five-year Extended Warranty and ranges from 1151 mm(45.3 in)to 1248 mm(49.1 in).GSL-3:Clearance Program available. varies with stairway.Consult Garaventa. FINISH:Baked powder paint in choice of 5 standard and 7 optional colors. Custom colors available.Tubes,supports,drive box,platform sensing plate NOTE: The United States"ADA Accessibility Guidelines"specify a minimum and call stations available in stainless steel. platform size of 30x48 inches(760 x 1220 mm),unless technically infeasible. WARRANTY:Limited,one-year.Three-or five-year Extended Warranty Program available. All product specifications are subject to change without notice. OTHER GARAVENTA PRODUCTS ...AND SERVICES lIP% STAIR-TRACE*". A portable DESIGN & PLANNING GUIDE wheelchair lift, Stair-Trac A free, comprehensive Stair-Lift Design and allows an attendant to Planning Guide, and our Design Consulting transport a disabled person Service, are available at your request. - z up and down stairways, — � indoors and out. In gide use LEASING OPTIONS around the world, Stair-Trac If budgets are a concern, ask about our is safe, easy to use, and very attractive leasing options with short-or - - affordable! long-term financing at competitive rates. EVACU-TRACT"'. Don't leave CALL US TOLL FREE emergency egress to chance! For more information and for the location The Garaventa Evacu-Trac, of your nearest Garaventa representative, Now on the only laboratory-tested call toll free from anywhere in Canada Video emergency evacuation chair and the USA (except Alaska and Hawaii). contact your available, moves injured or dealer for details disabled people down (800) 663-6556 stairways quickly and safely. USA PATENT:4179012 CANADIAN PATENTS:1067443,1084861 GARAVENTA (CANADA) LTD. REPRESENTATIVE .�1• 7505-134A Street, Surrey, B.C., Canada V3W 7B3 Phone: (604) 594-0422 CREATIVE LIFTS Facsimile: (604) 594-9915 " 0111ol rC of Excellence in Access" 20 Countyry! Way USA Mailing Address: '�CITU�A6T�;545 68�0247 GARAVENTA(CANADA)LTD. P.O.Box L-1,Blaine,WA 98230 USA ©1991 GARAVENTA(CANADA)LTD. PRINTED IN CANADA 9 JR!'Cl4LVF. Saiem Hisroricai Commission CITY HALL. SALEM. MASS. 01970 CERTIFICATE OF APPROPRIATENESS It is herebv certified that the Salem Historical Commission has determined that the proposed construction ( ) ; reconstruction ( ) ; demolition ( ) ; moving ( ) ; alteration ( ) ; painting ( ) ; sign or other appurtenant fixture (X) work as described below in the . . . McIntire Historic District (NAME OF HISTORIC DISTRICT) Address of Property: 160 Federal St. Name of Record Owner: c/o Salem School Department DESCRIPTION OF WORK PROPOSED: Installation of sign as per drawing submitted, 2 sided, to be hung from existing bracket . Dark green background with yellow lettering with logo ( line drawing of globe in maroon or Chinese red) . will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic Districts' Act (Mass. Gen. Law Ch. 40C) and the Salem Historical Commission. Dated: July 25, 1991 SALEM HISTORICAL COMMISSION B y 4111", 61-1 Ce_Chai rman �l�/�r ,� �� , ; �� i�;� i 'Q �� `� (i . , 11 - I �� .J /�1 Fp �/��' �l�/q� o r-. 3 0 a � Z 0 4 r 0 W s Z LL 1� i cc; City Clerk Building Inspector Salem Historical Commission a CITY HALL. SALEM. MASS. 0ie70 CERTIFICATE OF HARDSHIP It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ] ; reconstruction [ ]; demolition [ ]; moving [ ]; alteration [X ]; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire . Historic District. (NAME OF HISTORIC DISTRICT) 160 Federal St. Address of Property: Archdiocese of Boston/City of Salem (Tenant) Name of Record Owner: DESCRIPTION OF WORK PROPOSED: Cap existing wrought iron fence with removeable tube sleeve, painted black. Hardship approved in order to provide safety of children at school. REASON FOR ISSUANCE OF CERTIFICATE OF HARDSHIP: [ '] 1 . The application affects only the building or structure on which work is to be done and not the historic district in general . [ 2. The application is approved because it does not cause substantial detriment to the public welfare. [x] 3, The application is approved because it does not cause departure from the intent and purposes of the amended historic district act. will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic District's Act (Federal Laws , Ch. 40C) and the Salem Historical Commission. Dated: September 6, 1990 SALEM HISTORICALL CCOMMIISSION Chairman ' M /(sd Fed�.•.� �t/Y/9� ,i--� - e I6Uit0e.-v ylYl�'i 'CON If } 111ppp Salem Historical Commission CITY HALL. SALEM. MASS. 01970 V / 1 R CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ] ; reconstruction [ ]; demolition [ ] ; moving [ ]; alteration [ x]; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire Historic District. (NAME OF HISTORIC DISTRICT) Address of Property: 160 Federal St. Name of Record Owner: Roman Catholic Archdiocese of Boston DESCRIPTION OF WORK PROPOSED: Alteration of pavement at right entrance door to slope not more than 20: 1 in order to accomodate handicap access. Not applicable due to pavement not under the jurisdiction of the Historical Commission. does not involve an exterior architectural feature or involves a feature covered by the exemptions or limitations set forth in the Historic District's Act (Federal Laws, Ch. 40C) and the Salem Historical Commission. Dated: May 17 , 1990 SALEM HISTORICAL COMMMIISSION By Chairman � ; d : 1_ l �. ; �_ ,- �. � . I .., S/Y�t/� _---� lu �i �� r r.: `�. � - �� f�c��/ �/Yl�� 00,01,0 i - i 16d t��Mfle s/Y/9d p IIS � � � �. � � __ o �� - -�� ar � " � �(jD �Pc✓P,ror � �/�/�U r Frr �� I- �± L Gr \ 4 PI' S �� R � P1 � - - . s- - - _� -�- _• _ - �. `., w /��/��'•rc/ s�Y/yv VERTICAL PLATFORM LIFT COLOR TO MATCH GRANITE BASE [SEE CUT INCLUDED WITH A ® 0 ® ® 0 WITH APPLICATION] - w .11 — VERTICAL PLATFORM LIFT; 51 METAL FACTORY FINISHED TO MATCH o GRANITE BASE . ` 0 _ o r q HISTORIC WROUGHT o LL lI IRON STAIR RAILING ENTRY LEVEL O�0" " '� -- ' ---- -- - - \ --------------- ---------------- ---- - —_— \ W J \ / ZZ II I . E2 0 GRADE •� I �.�.�._-� r v $ GUARDRAIL-BLACK POWDER-COATED TOWER ENCLOSING LIFT MECHANISM STEEL OR WROUGHT IRON,TYP. COLOR TO MATCH GRANITE BASE - STEEL PLATE ENCLOSING STRUCTURE OF PLATFORM COLOR TO MATCH GRANITE BASE WEST ELEVATION - PROPOSED SOUTH ELEVATION - PROPOSED 1/4"= 1'-Op- APPLICATION "APPLICATION FOR SJames Parish Al ■ 2 re v IHCDSfudio CERTIFICATE OF HARDSHIP Roman Catholic Church 200 Portland Street Salem Historic Commission Accessibility Project: Boston MA 02114 156-161 Federal Street PROPOSED WWW.Homo"c`°1rtl0e 1po p'p Meeting Date: 7 October 2009 Salem, MA 01970 ELEVATIONS DRAWING INDEX: X1.0 EXISTING CONDITIONS PHOTOGRAPHS X1.1 EXISTING CONDITIONS FLOOR PLAN X1.2 EXISTING CONDITIONS ELEVATIONS A1.1 PROPOSED FLOOR PLAN A1.2 PROPOSED ELEVATIONS I I ' I I I Mi,e yowl Nis,onc piSSAn _ " s — Legend ltKaNM,nc Qimkf B,une,ry 156-161 s»w Fas,onc szse•s r,rrNs / i �� •�" �. f. ST. JAMES PARISH w Q.Emu LL ` w _U a NJm.15m,M W�ea�amuer h yxm25 s T�� b 4 ¢ � - � LL • _ Q CITY OF SALEM ��1 F a`fri`} VLA W vv W - . U— LOCAL HISTORIC DISTRICT MAP - --- 1 N.T.S. i-- s L-- —� s i r �PROJECT AREA:REPLACEMENT OFNON-FUNCTIONING INCLINE ". r-- I PLATFORM LIFT WITH ENCLOSED VERTICAL PLATFORM LIFT. T . t FEDERAL gTREE VEHICLE TRAFFIC T n BIRD'S EYE VIEW SITE PLAN N.T.S. 3 0 5 10 20 40 APPLICATION FOR SJames Parish COVER H C DStudio CERTIFICATE OF HARDSHIP Roman n Catholic Church 200 Portland Street Salem Historic Commission Accessibility Project: Boston MA 02114 156-161 Federal Street EXISTING CONDITIONS vow"xn.nnncemereeoesian.oso Meeting Date: 16 September 2009 Salem, MA 01970 SITE PLAN a -� 1 � � C � I � vm p If f I ' F MIA mulls I N_ n OVERALL VIEW OF n DETAIL OF PROPOSED 3 DETAIL OF PROPOSEDADJACENT HANDICAPPED 3 EXISTING FACADE �PROJECT AREA PROJECT AREA PARKING • APPLICATION FOR St. James Parish xi .illdIO CERTIFICATE OF HARDSHIPRoman Catholic Church 200 Portland Street Salem Historic Commission Accessibility Project: Boston MA 02114 156-161 Federal Street EXISTING CONDITIONS www."°m°^c°^'°r°°0asIgn°r9 Meeting Date: 16 September 2009 Salem, MA 01970 PHOTOGRAPHS LIFT DRIVE BOX L� � FtaYER FLOOR 97 LEV 0'-0" ----------- — — e — , n HISTORIC GOANIt LANDING ' LANDING ` ELEV 9-0" /CONCRETE EXTENSION OF LANDING v , 7 v LIFT CONTROL PANEL i 4'- "CLEAR FOR EGRESS LOCATION OF LIFT PLATFORM WHEN NOT IN USE I 4 i lJ ASPM PAVING Y 6'-0" INCLINE PLATFORM LIFT L HISTORIC GR NITE STEPS HISTORIC WROUGHT IRON STAIR RAILING LIFT RAILING -13 FLOOR PLAN - EXISTING ASPHALT PAVING LEV- E6'-241' • APPLICATION FOR St. James Parish xi . J H C D Studio CERTIFICATE OF HARDSHIP Roman Catholic Church 1 C Salem Historic Commission 200 Portland Street Accessibility Project: Boston MA 02114 156-161 Federal Street EXISTING CONDITIONS www.HumanCeneeleODesign.org Meeting Date: 16 September 2009 Salem, MA 01970 FLOOR PLAN HISTORIC WROUGHT IRON STAIR RAILING , LOCATION OF LIFT PLATFORM WHEN NOT IN USE ' as ' ❑ I 1 1 I _ I 1 � , CT— -- _____________ ENTRY LEVEL O'-0' _____________ ----- i 1 � . - I I - U GRADE - __ —.._,_. . a LIFT CONTROL PANEL LIFT CONTROL PANEL LIFT RAILING LIFT RAILING HISTORIC WROUGHT - IRON STAIR RAILING WEST ELEVATION — EXISTING SOUTH ELEVATION — EXISTING • APPLICATION FOR SJames Parish ` / . ^ H C D Stud i o CERTIFICATE OF HARDSHIP Roman Catholic Church X1 82 200 Portland Street Salem Historic Commission Accessibility Project: Boston MA 02114 156-161 Federal Street EXISTING CONDITIONS •ww.XumxnCenleredDesimai7 Meeting Date: 16 September 2009 Salem, MA 01970 ELEVATIONS Ir --- -- ---- -- - ' � 1 HISTORIC GRANITE LANDING CHANGE) HISTORIC WROUGHT IRON RAILING TO BE REMOVED IN THIS LOCATION ` .LANDING `� ,'• wLEV — CONCRETE EXTENSION OF LANDING UPPER GATE , GF` (EXISTING) TOWER ENCLOSING 4'-2'CLEAR LIFTMECHANISM FOR EGRESS COLOR TO MATCH GRANITE BASE & ACCESS DECK-STEEL GRATING ON PT FRAMING VERTICAL PLATFORM LIFT 14 42 00/NAT BUYLINE 6071 dy, BY THE NATIONAL WHEEL-O-VATOR,INC. 42"GUARDRAIL-BLACK [SEE CUT SHEET INCLUDED ii iii POWDER-COATED STEEL WITH APPLICATION] OR WROUGHT IRON,TYP. INTEGRAL STATIONARY RAMP HISTORIC WROUGHT ' IRON STAIR RAILING LOWER GATE 3'- � .% 8" HISTORIC GR NITE STEPS g (NO CF iNGE) ASPH�LT PAVING II �� _ ., FL00 R PLAN - PROPOSED EXISTING INCLINE PLATFORM LIFT ASPHALT PAVING 1 3/e" = 1'-0" TO BE REMOVED - -' ` APPLICATION FOR St. James Parish Al ■ 1 H C D S to d i o CERTIFICATE OF HARDSHIP Roman Catholic Church 200 Portland Street Salem Historic Commission Accessibility Project: Boston MA 02114 156-161 Federal Street PROPOSED www.RominCenteiedOesigA.org Meeting Date: 16 September 2009 Salem, MA 01970 FLOOR PLAN - n ®�® VERTICAL PLATFORM LIFT COLOR TO MATCH GRANITE BASE [SEE CUT SHEET INCLUDED 0 WITH APPLICATION] i 0 LO 110 i VERTICAL PLATFORM LIFT ` COLOR TO MATCH GRANITE BASE G cq HISTORIC WROUGHT o r 1 - — S2 IRON STAIR RAILING \ --___--- ENTRY LEVEL01-M \ LL \ M \ Q \ m GRADE GUARDRAIL-BLACK POWDER-COATED TOWER ENCLOSING LIFT MECHANISM STEEL OR WROUGHT IRON,TYP. COLOR TO MATCH GRANITE BASE L STEEL PLATE ENCLOSING STRUCTURE OF PLATFORM COLOR TO MATCH GRANITE BASE n WEST ELEVATION - PROPOSED SOUTH ELEVATION - PROPOSED 1i4 1,_D, 2 1i4° = 1 0° • APPLICATION FOR St. James Parish Al ■ IHUStudio CERTIFICATE OF HARDSHIP Roman Catholic Church 200 Portland Street Salem Historic Commission Accessibility Project: Boston MA 02114 156-161 Federal Street PROPOSED www.HumanCenleme0as1gn.ory Meeting Date: 16 September 2009 Salem, MA 01970 ELEVATIONS