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9 CHESTNUT STREET - DISTRICT FILES 4 Chestnut St N 1 �o r Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 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 9 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: 9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Install a temporary Community Preservation Act project sign for a period not to exceed 1 year. The sign will be attached to the fence. Dated: October 26, 2015 SALEM HISTORICAL COMM�IISSS'ION By: jz�� GL1" hc_ 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. 110A 1 r l a r- a p 9 i�Rs L� ..'.. -� �-�..f .� I _ 1 � _ IIV � • ,� _ �'9 .:a .9 s __ _J _ __ _.__ '� __ _ ___ v s „X1, OCT 2 12015 DEPT. OF PI.AMENG& Salem Historical Commission COMM'UN: ")PMSM 120 WASHINGTON STREET SALEM MASSACHUSETTS 01970 ;9761619-5665 PAX!978,740-0404 APPLICATION FOR A CERTIFICATE OF NON-APPLICABILITY Pursuant to the Historic District's Act (M.G.L. Chapter 40C) and the Salem Historical Commission Ordinance, application is hereby made for issuance of a Certificate of Non-Applicability as described below for: ❑ New Construction ❑ Moving ❑ Reconstruction ❑ Alteration ❑ Demolition ❑ Painting x Sign ❑ Other District: ❑Derby Street ❑Lafayette Street Wclntire [I Washington Square Address of Property: 9 C N e- S T N 11 T ST- 9 X 1- Cm 1 111/1 /A I � ) Ayyi,1"f m N A I J) Name of Record Owner(s): H Ps X11 R Owner Mailing Address: S ✓tt�) Description of Work Proposed: I tJ S lk 1- 1- C h A, S I & rj r eAA�-tet- Name of Applicant: 1�, (vtI rl '—� J ��S _Owner uContractor LTenant ther:�M Tel. #: �a 77 VI �(9 �/ E-mail Address: Certificate will be mailed to the owner unless othpisisIY d 7-- ,j I ) JCertificate should be mailed to: Name (r l Mailing address: City: State:_Zip: PROCEDURES FOR FILING APPLICATIONS A. Be prepared to apply for approvals well in advance of commencing any exterior work. Before making any changes to the exterior of a property in an historic district,the owner should call or visit the Commission representative at the Deparment of Planning&Community Development to discuss proposed alterations and to determine the category of the application(Appropriateness,Non-Applicability or Hardship). B. The Commission normally meets on the first and third Wednesdays of each month and notices are posted at City Hall. The meetings are held at 120 Washington Street,3rd Floor,and begin at 7:00 p.m. All meetings are open to the public and any person is entitled to appear and be heard on any matter before the Commission before it reaches a decision. C. An application for a Certificate of Appropriateness or Hardship must be received by 3:00 p.m.on the Monday 16 days before the meeting in order to make the agenda. An application for a Certificate of Non-Applicability may normally be added to the agenda up to the day of the meeting. in some cases,a Certificate of Non-Applicability may be issued by the Clerk,without review by the full Commission,after notifying Commission members and allowing 24 hours for any objection. There is no fee for any applications. D. All applications for Certificates of Appropriateness or Hardship require a public hearing. No1ce of the hearing must be posted with the City Clerk 14 days before the hearing and abutters must be notified in writing. Commission staff will handle these procedures. A public hearing is not required for a Certificate of Non-Applicability. E. Applications must be submitted by the owner ofthe property. A contractor for the owner,at the owner's request,may submit an application on the owner's behalf. In case of a tenant,a waiver of the owner's appearance maybe granted at the discretion of the Commission if it is requested by the owner. F. All applications must include photos of existing conditions,taken from all public ways. No certificates can be issued until receipt of photos. G. An application will not be considered complete unless all work items are thoroughly described on scaled drawings and include specifications regarding dimensions, materials, and any other information needed for the Commission to visualize the changes in order to make a determination. Applications for paint colors should include a paint chip or chart. The following items should be included in your drawings as applicable(exhibits should be 8 %:x I 1 or be able to be folded to 8'/2 x I1): 1. Site plan showing location of improvements: 2. Elevation drawings of the specific improvements, 3. Details/profiles(i.e.moldings,fence caps,cornices,vents,etc.); 4. Materials(i.e.wood,brick,etc.); 5. Dimensions(i.e.size of trim);and 6. Transformers,heat pump and condenser locations,electrical entries and meters, latrp posts,stove pipes. H. At the hearing,the Commission will discuss the application with the applicant or his representative,hear the abutters and take a vote. Owners having professional consultants such as architects or contractors are urged to have them be present at the hearing. If the application is approved, a Certificate will be mailed to the mailing address provided on the application and copies will b.sent to the City Clerk and Building Inspector. Please note that the application can be continued until the next meeting if the Commission deems necessary(i.e.for reasons of incomplete drawings,to perform a site visit,etc.). In any case,the Commission must make a determination within 60 days from the date the application is received,unless the applicant waives that requirement in writing. 1. A property owner or a contractor cannot receive a building permit unless a Certificate has been issued. Please be sure to obtain appropriate permits from the Inspector of Buildings(or other necessary permits and approvals)prior to commencing work. J. The homeowner may opt not to commence the work approved(unless it relates to resolving an outstanding violation). Work commenced must be completed within one year from the Certificate date unless otherwise indicated. K. The City of Salem reserves the right to inspect the project to determine compliance with the conditions set forth in the Certificate issued. Violations A person commencing or completing work to the exterior of a building in an historic district without the necessary approval of the Commission is subject to tines of up to$500 per day from the date of violation. The Commission is not responsible for an owners neglect to inquire about necessary City permits and approvals. All records are public and we will confidentially assist you if you are concerned that someone in your neighborhood is in violation. Assistance The Commission's guidelines are available for viewing at the City of Salem Department of Planning&Community Development(DPCD),at the Salem Public Library or on-line athttp:/IwAvw.salem.coni/Paecs/SalemMA Historic/index. The guidelines provide examples of what is historically appropriate (or inappropriate) for Salem's neighborhoods including trim, siding, barrier free access, doors, fences, gutters/downspouts, masonry, mechanical equipment,paint colors,parking solutions,porches/steps,roofing,satellite dishes&solar energy systems.secondary egress,skylights,utilities,windows, etc. These guidelines help you understand what changes are likely or unlikely to be approved. The Commission supports your efforts to improve your property and can guide you on historical appropriateness. Further information, including City-wide architectural inventories,is available. For more information,contact the Clerk of the Commission at the DPCD, 120 Washington Street,Salem, MA 01970,978 619-5985. Rev.10112 0 T 1 IfP� Salem Historical Commission 120 WASHINGTON STREET, SALEM,MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction ❑O Alteration ❑ Demolition ❑ Painting ❑ Signage El Other work as described below will be appropriate to the preservation of said Historic District, 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- 7 Cambridge Street/ 9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Repairs and alterations to thefire escapes, as detailed in the application dated 5119114. The masonry surrounding the anchor points securing the renovated fire escape will match the existing brick and mortar in terms of color, appearance, and texture. Option to replace or brick in the 2"d floor door: 1. If the door is replaced, it will be a Brosco Pine M-7989 door, painted to match the existing door color. 2. If the door is bricked in, the brick unci mortar will match the existing brick and mortar along that faVade in terns of color appearance and texture Dated: June 12, 2014 SALEM HISTORICAL COMMISSION Bytt�a I �& INL- 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. R urn . Salem Historical Ccrn1111INS101r co" �O"° APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Pursuant to the Historic District's Act (M.G.L. Chapter 40C) and the Salem Historical Commission Ordinance, application is hereby made for issuance of a Certificate of Appropriateness for: LI New Construction ❑ Moving ® Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Sign ❑ Other District: LIDerby Street ❑Lafayette Street t1McIntire ❑Washington Square Address of Property: ' 011e-I-f,7t ,7- Sfr�r -r Name of Record Owner(s): 11Yjyr,/four /7'4�� Owner Mailing Address: �/ elir'SI`.1c 7- Sfl—frf Description of Work Proposed (Please include requiredscale drawings,paint chips, catalogcuts and/or samples ofmaterial proposed where applicable.) Hamilton Hall is required to have reinforcing work done to the fire escapes located on the wall to the rear of the Chestnut street fagade of the building. Both fire escapes will be removed from the building and reinstalled with new anchors. The fire escape from the second floor ballroom will have the same appearance as it does now. The fire escape from the third floor supper room will have an additional steel angle support 6 feet by 3 '/2 inches by 5/16 inches under the second floor deck. The roof projecting from the wall above this deck will be cut in a straight line, removing the jog out above the second floor door. The roof that is lower and closer to the Cambridge St. corner of the building will be removed. The door on the 2"a floor which has the roof jog above will be replaced in kind or removed and filled in with period brick if funds permit. Brick replacement with period bricks and mortar work will be done as necessary.Hot dipped galvanized lintels painted black will be installed above windows and doors if funds are available. _ lice Fi'ialn/Y Name of Applicant: iLi,p`i ❑Owner ❑Contractor I caant 90ther:l 7d ;;rT7`dS Tel. #: E-mail Address: Certificate will be mailed to the owner unless otherw s indicated�,ere: Certificate should be mailed to: Name__lf�<1//7 '/I Al Mailing address: X12 Sf. City:State Zip: eLL2ZO BID SET NOT FOR CONSTRUCTION PROJECT MANUAL FOR Hamilton Hall/9 Chestnut Street Salem, MA Fire Escape Repairs 5.M ay.2014 prepared by: Structures North Consulting Engineers, Inc. P.O. Box 8560 Salem, MA 01971-8560 (978) 745-6817 for: Hamilton Hall Salem, MA Drawing Index: Outline Specifications 4 pages S-0.1 Key Plan S-1.1 Part Plan (2"d Floor) S-1.2 Part Plan (2nd Floor) S-1.3 Part Plan (3`d Floor) S-2.1 New Pocket Section Detail S-3.1 Supplemental Angle Elevation Detail S-3.2 Supplemental Angle Section Detail EID SET NOT FOR CONSTRUCTION John M. Wathne, P.E. MA Reg. No. 34420 Structures North oa ®® ® bo�va,h, ° u,, `° 5nlnm, Mnnvnt In,nrn i, D19703i!7 PC) (lox 01911 8566 T 970.745.6617 I F 976.745.6067 BID SET NOT FOR CONSTRUCTION OUTLINE SPECIFICATIONS Fire Escape Repair Hamilton Hall/9 Chestnut Street, Salem, MA 0. General Requirements and Scope of Work 0.1 The intent of this work is to repair damaged sections of the exterior fire escapes on the south elevation of the building. Masonry work shown on the drawings should be considered a minimum, and additional lintel installations and replacements should be considered. 0.2 The second and third floor spaces shall not be in use during the work and shall be cordoned off to prohibit access. 0.3 Prior to the removal of shoring, the work depicted in sheets S-1.1 through S-3.2 must be completed. The Structural Engineer shall verify completion of this work prior to removal of shoring. 0.4 Shoring must continuously support all beams or grating where supports are to be removed and replaced or reinforced during the work until new, permanent supports are in place and the mortar for new pockets have cured for at least 72 hours, or Ger manufacturer's requirements for adhesive anchors. Work may be done incrementally in order :o avoid or minimize shoring. 0.5 The contractor shall be solely responsible for all means and methods of construction employed on this project including all temporary bracing, support and protection of the existing structure as required to maintain safe and stable conditions. Any sequences of work or methods indicated or implied in the documents are presented only as assumptions on which the design of the permanent installations are based and are to be considered as a suggested option for review by the contractor. Contractor shall be solely responsible for maintaining the safety and stability of the structure and all adjacent structures as well as occupied spaces above the work area during construction. 0.6 Contractor shall field verify all existing conditions and dimensions and shall coordinate all dimensions. Notify the engineer of any discrepancies that would affect the installation as shown. 0.7 All work shall conform to applicable requirements of the Massachusetts State Building Code, Eighth Edition, and accepted construction practice. 0.8 Refer to sheets S-1.1 through S-3.2 for additional informatiori and requirements. 1. Temporary Shoring and Bracing 1.1 Contractor shall be solely responsible for all means and methods of construction employed on this project, and for all temporary bracing, support, and protection of the existing structure. Fire Escape Repair BID SET 5.May.2014 Hamilton Hall/9 Chestnut Street, Salem, MA NOT FOR CONSTRUCTION Structures North Provide and install shoring designed to support the temporary structural loads of the supported items. 1.2 Shoring shall be of any material, which is suitable for the application. Timber shoring shall be fully dried and all end grain shall be sealed to prevent absorption of water and associated swelling. Shoring shall be made stable, stiff, and snug fitting so as not to deflect under load. Pre load supported elements for snug fit only. Shoring shall deflect no more than the given span length divided by 600. 1.3 Bearing surfaces of shoring shall provide for proper transfer of loads to supporting and supported elements. 1.4 Adequate shoring and bracing shall precede structural alteration. 1.5 Screw-type shoring posts or line shoring shall be provided for existing work during the removal of existing supports and the installation of new structural work. 1.6 Temporary shores shall be placed as close as practicable to the existing structural work being removed. 1.7 Headers shall be placed across top of shoring posts and shall be snug tight against underside of structure above. 1.8 Shoring shall bear on sleepers to prevent damage to the structire below, and temporary footings if required. 2. Steel Fabrications 2.1 Structural steel work shall conform to "Specification for Structural Steel Buildings" (AISC ASD latest edition), or Load and Resistance Factor Design (AISC LRFD, latest edition), and Structural Welding Code - Steel (AWS D1.1-95). 2.2 New steel products shall conform to the following: 2.2a. Steel plates, angles &channels: A36 2.2b. Welding electrodes: AWS E60-XX 2.2c. Adhesive Anchors: Hilti HY70 2.2d. Lag Screws, Bolts to Wood: AISI/ASME 818.2.1 2.3 Adhesive anchors shall be Hilti HY70 or approved equal, with stainless steel screen tubes. Follow all manufacturer's specifications and installation instructions. Use leveling/plumbing nuts and dry-pack grout solid between the steel & masonry surfaces as required. Maintain temporary shoring until adhesive has set for specified time per manufacturer's specifications, which will vary with ambient air and substrate temperatures. 2.4 Shop and field welds shall be made by qualified welders and shall conform to the American Welding Society code for buildings, see specifications. All welds shall develop the full strength of materials being welded, unless otherwise noted. All coatings must be removed prior to welding, and all coatings must be restored following completion of welding as noted. 2 Fire Escape Repair BID SET 5.May.2014 Hamilton Hall/9 Chestnut Street, Salem, MA NOT FOR CONSTRUCTION Structures North 2.5 Field cutting of structural steel or any field modifications to structural steel shall not be made without approval by engineer for each specific case. 2.6 All new structural shall be hot-dipped galvanized and painted or color galvanized. Coating for galvanized steel shall be Tnemec Series N69 Hi-Build Epoxoline 11 2'/2-3 mil dry film thickness primer with two coats of Tnemec Series 73 Endura-Shield in 2'/2-3 mill dry film thickness topcoat with color to match surrounding steel to remain. Exception: embedded sections concealed from view do not need to be painted 2.7 Where coatings need to be removed for welding, prepare per SSPC-SP3, power tool cleaned surfaces, and coat with Tnemec Series N69 Hi-Build Epoxoline II 2%-3 mil dry film thickness. Top coat shall be two coats of Tnemec Series 73 Endura-Shield in 2'/2-3 mill dry film thickness with color to match surrounding steel to remain. 2.7a. ADD ALTERNATE: Prepare all existing steel to remain per SSPC-SP6, prime with Tnemec Series 27WB Typoxy & topcoat with two coats of Tnemec Series 73 Endura- Shield in 2'/2-3 mill dry film thickness. Color shall be black unless otherwise directed by or approved by the Owner. 2.8 For galvanized steel surfaces accepting paint, prepare as follows or as required by the manufacturer of the epoxy paint: 2.8a. Remove zinc high spots with hand or power tools as described in SSPC-SP2 or SP3. 2.8b. Degrease and clean surfaces with an alkaline cleaning solution and rinse thoroughly. 2.8c. Abrasive sweep or brush blasting to roughen the galvanized surface profile following the procedures detailed in ASTM D6386 for abrasive sweep blasting. 2.9 Temporary erection bracing and supports shall be provided to hold structural steel framing securely in position. Such temporary bracing and supports shall not be removed until permanent new structure is installed and completed. 2.10 Fabricate structural steel to proper field measurements before delivering to site. Deliver long and field-cut if field-adjustment is anticipated. 3. Masonry 3.1 Maintain support and bracing to existing structure during work. 3.2 Cement: Type 1 white and/or gray cement as follows: Portland Cement: ASTM C150 complying with staining requirements of ASTM C91 for not more than 0.03% water soluble alkali. Mortar shall show no efflorescence when cast in a 2" x7" x'/2" slab consisting of 1 part of the cement to be used, 2 parts Ottawa plastic mortar sand and distilled water, and subjected to a 7 day "wick test" conforming to ASTM C67. 3.3 Hydrated Lime: ASTM C207, Type S 3.4 Fine Aggregate/ Sand: ASTM C144, washed 3.5 Brick: Re-use existing bricks wherever possible and only units that are in "good-as-new" condition. Otherwise, provide new ASTM C216, Grade SW, Low Absorption, to match size and 3 Fire Escape Repair BID SET 5.May.2014 Hamilton HalU9 Chestnut Street, Salem, MA NOT FOR CONSTRUCTION Structures North shape of existing surrounding brick. Minimum strength shall be 8,000-psi, maximum water absorption shall be 8%. 3.6 Structural Mortar for brick masonry reconstruction and re-pointing — ASTM C1713, "Proportion Specification," in the formulation of: 1 part Portland Cement, 1 parts Hydrated Lime, 6 parts Sand (1:1:6). Mortar mix shall be adjusted as necessary to obtain an ultimate compressive strength of not less than 500-psi at 28 days nor more than 1200-psi at 28 days. Mortar shall be proportioned and mixed by hand as pre-packaged mortars do not clearly state the mortar mix proportions on the bag. 3.7 Pre-wet and then re-wet cured cast-in-place concrete until "saturated surface dry" immediately before applying new mortar for re-used brick veneer. 3.8 Push the new pointing mortar into the joints, evacuating air bubbles with the sharp end of a trowel, and strike surface of joints to match existing surrounding joints. 3.9 Finish-point outer surfaces of joints to match joints of adjacent existing work (appearance of sample section to be approved by the Owner). Tooth-in at second floor abandoned door to be infilled. 3.10 Clean all surfaces per the satisfaction of the Owner. 3.11 Work under this section shall only be done when the ambient air, material, and substrate temperatures are above 40 degrees Fahrenheit by 9:00 AM and rising. END OF OUTLINE SPECIFICATIONS 4 - - - - - - - - - - - - - - —1 - - - - - - - - - - - - - --1 � e � 1 a 0 j K=HEN 51.1 0 0 ON ox BALLROOM O STAIRWELL U AYETTE ROOM O eENCN FIRE ESCAPE REPAIR KEY PLAN 332 = I'-G" Structures North °° ®®® JOB NAME: HAMILTON HALL FIRE ESCAPE REPAIRS �1 CONSULTING ENGINEERS INC. DRAWN BY: LB CHECKED BY: GMN/JMW SCALE: As Noted DATE: 5/2/2014 NORTH TBTR.I4568171 E678.745.11067 R^ "�^ FIRE ESCAPE REPAIR KEY PLAN S-0.1 CONNECT ALL (N) WORK TO (E) TO REMAIN & (E) STRINGERS TO (N) CHANNELS W/ WELDED OR BOLTED CLIP ANGLES EQUIV. TO OR GREATER THAN EXISTING *REMOVE & REPLACE (E) 6" CHANNEL W/(N) MC6x 12 OR C6x 10.5, HDG. SEE (E) VERT. SUPPORT (E) STAIR STRINGERS DETAILS ON SHEET S-2.1 FOR ADD'L INFO. TO REMAIN, TYP. x2 TO REMAIN E C6 TO REMAIN w w w ------------- z vQ z z _ = U W = _ U U U U Z Z 2 Z i6 » �- REMOVE & REPLACE (E) VERT. @ BLDG W/ EQUIV. (E) DIAD. SUPPORT TO REMAIN SIZE IN LIKE—KIND MANNER PROVIDE (N)L6x3Xx5/6 HDG LINTEL W/ 6" MIN. BRG @ EA. END, REPAIR/REBUILD MASONRY ABOVE WINDOW HEAD 1 FIRE ESCAPE REPAIR PART PLAN 5-0.1 X„ _ 1,70" (2nd FLOOR) NORTH (E) — INDICATES EXISTING STRUCTURE 4 0 4 (N) — INDICATES NEW STRUCTURE H G— INDICATES HOT—DIPPED GALVANZED SCALE OF FEET Structures North °° ®®® dODRAWN BY. HAMILTON HALL FIRE ESCAPE REPAIRS CONSOITING ENGINEERS INC DRAW BY. LB CHECHED BY. GMN/JMW ose oa"n 1 SCALE: As Noted DATE: 5/2/2014 Tgn.7456617 I F W6.M6W FIRE ESCAPE REPAIR PART PLAN S-1.1 REMOVE & ABANDON LOW ROOF, REPAIR MASONRY 0 AT 2nd FLOOR WINDOW: (N)L6x3!4xs/6 HOG ABANDONED ANCHORS BELOW (E) TEES TO REMAIN, SEE DETAILS ON S-3.1 & 5-3.2 FOR ADO'L INFO PROVIDE (N)L6x3!4x1j6 HOG LINTEL W/ 6" MIN. BRG 0 EA. END, REPAIR/REBUILD MASONRY ABOVE WINDOW HEAD w D 10" MIN. EA. SIDE APPROX. LOC'N OF ABANDONED DOOR 0 APPROX. LOC'N OF WINDOW 2nd FLOOR, INFILL W1 SOLID MASONRY TO BELOW (1st FLOOR), PROVIDE MATCH SURROUNDING WORK, TOOTH—INTO 0 (N) L6x3Xx5/,6 HDG LINTEL SIDES, 2—WYTHES MIN., ALIGNED W/ EXT. W/ 6" MIN. BRG, 0 EA. END FACE OF MASONRY. REMOVE & ABANDON CORRODED LINTEL, REPAIR MASONRY z FIRE ESCAPE REPAIR PART PLAN S—O.r 4 _ 1.-0" (2nd FLOOR) NORTH (E))) — INDICATES EXISTING STRUCTURE HNDG- INDICATES HO— INDICATES T DIP EDTURE GALVANZED 4 0 4 8 -� E � � SCALE OF FEET Structures North °° ®®® JOB NAME: HAMILTON HALL FIRE ESCAPE REPAIRS CONSULTING ENGINEERS INC DRAWN BY. LB CBECKED BY: GMN/JMW w W.wu GL.a,mml seNm.E merassn SCALE: As Noted DATE. 5/2/2014 T9r8.]5.9O1>I FGlB.]AS.fiOfir •a^�°° �^ FIRE ESCAPE REPAIR PART PLAN S-1.2 PROVIDE (N)L6x3Xxs/6 HDG LINTEL W/ 6 MIN. BRG @ EA. END, REPAIR/REBUILD MASONRY ABOVE WINDOW HEAD w w 12" MIN. EA. END 3 FIRE ESCAPE REPAIR PART PLAN 1'-0" (3rd FLOOR) NORTH (E) — INDICATES EXISTING STRUCTURE (N� — INDICATES NEW STRUCTURE H G— INDICATES HOT—DIPPED GALVANZED 4 0 4 8 SCALE OF FEET Structures North Pff®® JOB NAME: HAMILTON HALL FIRE ESCAPE REPAIRS CONSULTING ENGINE E R S,INC DRAIN BY: LB CHECKED BY: GMN/JMW W W.*."SL,SuiN401 Gym 1, 019 0 11 SCALE: As Noted DATE. 5/2/2014 791I.M0911 1 I'VII. AS091 FIRE ESCAPE REPAIR PART PLAN S-1.3 (E) EXT. MASONRY WALL, RE-BUILD BETW. 1st FLOOR WINDOW HEAD & 2nd FLOOR / DOOR THRESHOLD (2nd FLOOR FIRE ESCAPE AREA ONLY) GRATING NOT SHOWN FOR CLARITY j8.. MIN. - - L2x2x3/6 WELDED La ANGLE (N) CHANNEL (C6x10.5 SHOWN) PROVIDE SOAPS @ EXT. TO FILL BRG POCKET W/ MATCH SURROUNDING WORK NON-SHRINK GROUT 53/4" MIN. BRG A NEW JOIST POCKET SECTION DETAIL 3„ - 1'-0„ SEE SPECS FOR Structures North °° MM JOB NAME: HAMILTON HALL FIRE ESCAPE REPAIRS ADD, L INFO CONSULTING ENGINEER;INC DRAWN BY: SB CHECKED BY: GMN/JMW wwmNlgbn St.svro+o' SCALE: As Noted DATE: 5/2/2014 Salem.MFM.5 T 9iS.i+5.68171 1 FS]S.)+SSSS] e.,.evunva'..arm.mm NEW POCKET SECTION DETAIL S-2.1 B GRATING ENOT3SHOWNRFORIN S-3.2CLARITY 3116 V ' (N) 1-6x3XhI6 LLV HDG BELOW (E) 3" TEES TO i •, 8" MIN. TO EDGE REMAIN OF OP'G ABOVE `C (N) GALV. %"0 HILTI HY70 ANCHOR W/ STAINLESS STEEL SCREEN TUBE, 6" MIN. EMBED [SEE SPECS FOR AOD'L INFO SUPPLEMENTAL ANGLE ELEVATION DETAIL S-1.3 3" = 1'-0•' Structures North PE951H JOB NAME: HAMILTON HALL FIRE ESCAPE REPAIRS CONSULTING CNGINFIEK INC D14BY. SB CHECKED BY: GMN/JMW Iw wuli,MX 011. 51ft 704 SCALE: As Noted DATE: 5/2/2014 574x.6,10.1 F978.51] T976.745.6817 I F9]0.]45.608] .,.x_7wmu77a7lm.mn SUPPLEMENTAL ANGLE ELEVATION DETAIL S-3.1 (E) EXT. MASONRY (E) 3" TEE TO WALL REMAIN, BEYOND %"0 (N) GALV. HILTI H'i/0 10" MIN. ANCHOR W/ SCREEN TUBE EMBED. (N) L&3�Ay6 LLV HDG BELOW (E) 3" TEES TO REMAIN S_1.2 (T:) SUPPLEMENTAL ANGLE S-1.3 SECTION DETAIL SEE SPECS FOR ADD'L INFO Structures North 9951H dOB NAME: HAMILTON HALL FIRE ESCAPE REPAIRS C a PJSUt7TNG tNGIN[tft; "'C DRAWN BY: SS CBECKED BY: GMN/JMW s ,',°' SCALE: As Noted DATE: 5/2/2014 T sia.ras.WlT 1 F 878.745 Mr �^° SUPPLEMENTAL ANGLE SECTION DETAIL 5-3.2 CO � tt tMlN6 Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction 0 Moving ❑ Reconstruction [] Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, 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- 7 Cambridge Street/9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Removal of the three-dimensional painted eagle on the Chestnut Street fagade carved by Samuel McIntire. Original eagle to be conserved and exhibited inside the building. Install a replica eagle in the same location, as detailed in the application dated May 15, 2014 Dated: June 12, 2014 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 stare to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals) prior to commencing work. y � �t,c Salem Historical Commission APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Pursuant to the Historic District's Act (M.G.L. Chapter 40C) and the Salem Historical Commission Ordinance, application is hereby made for issuance of a Certificate of Appropriateness for: ❑ New Construction ❑ Moving ❑ Reconstruction ❑ Alteration ❑ Demolition ❑ Painting ❑ Sign ❑ Other District: ❑Derby Street ❑Lafayette Street i/mcIntire []Washington Square Address of Property: ef Name of Record Owner(s): �lJryr,'/�ps� Amt Owner Mailing Address: Description of Work Proposed (Please include required scale drawings,paint chips, catalog cuts and/or samples gfmaterial proposed, where applicable) The fli. ce- dim:°//s;o.�a/�r;��ed ea�/tr oar /ham ehes751 sX(-e et f��4dc p `-en #a// rl/,eS earl/eal b1V SarnAle/ A/cZs7,yie , _Z7;� has r e pr ail;eel /17 ;off /0cVL1'0 i S%/ice V-he kl/lolI.4 U�IS0r7Nl}�/�f�di�/BOS �h o�dP.-fo er�sdre >rhe /- s 0,c- /dny fesm /�rese�va�,oh, ></reTus�P °s o,c- //arra,-1x, , h1q // hale blade Ahe d�cisroh -�o Demo,ae "e ea� 4 �nd (ri f4ee i -�- lvi f-h a>7 maol e o ff ; bery l4 ss acrd pa�infed +he o/`i j;aee/ 00%rs- 7-h& /if will be takPt; doru r frory Y-he brj,,Jd, , cohser-we/, i`fa-�fache 46 tie orty�,ial 6�c,�;r� P, a,z 6r a aew pard i F re�z°ssary, qnd eXh� b; i✓ed t'ns>`de fhr° l�vildir . >n�c the. /e and �ac�er'f>alards hav>° ,beeti rPmo ved-�r'o/y/ �Lr,e, -Fez caode,, r re7l',7 >4ed Farrel k0., /he a Ylac/pd Y-1 e, ,P , :�rodrrtrd. �FApplications must include photos of existiiig conditions, taken from A :P:U:b:hc�Ways. Name of Applicant: Ad&j &C Vwyjap �Ct(w. ❑Ownerr r❑Contractor ❑Tenant ❑Other: e'S�J,t1� Tel. #:1 q Q�) Z g 4 'b j0 5 E-mail Address: kktN l l I LA Lai • Ofd Certificate will be mailed to the owner unless otherwis ndicatr here: Certificate should be mailed to: Name. Q Mailing address: q L�e si riuA a , oCity: � Z W, StateVA Zip: " v /J �CSse55 yW ar�d prO�oOSaIS b uiD w; l/ be tvel-k; 0,1 -Ale cav /e . W ,c haves also sVbm%Nea'r Pha *s 0-/ C/ose vrs o D �4e o�;y;n�l and �L4e L� sp eq 1'&54e ;dy Y-4e or,•y;,?a l a nd tlwelpl9 I-tile October 4, 2010 John Watson The Gothic Carpenter Hamilton Hail 9 Chestnut Street Salem, MA 01970 Attn: Kathy Harper Ref: Removal of McIntire Eagle/Hamilton Hall, Salem MA I examined The Eagle by ladder. The eagle and the two boards to which it is attached are quite weathered and delicate. They are inset into the brick wall of the northern facade. I believe it best to remove those boards with the eagle as one. I also investigated accessing the panel from the attic but that does not appear to be an option. I propose attaching cleats with handles to the face of the boards. This will prevent the boards from separating and will also provide a secure grip. It appears that the boards are attached to the building by 15 to 20 two to three inch hand-wrought nails, possibly into blocking in the brick. These nails will have to be removed. Once removed from the facade, the eagle&boards will be placed into a plywood crate specifically made for them. A painted panel will be attached in their place on the building. I propose using a telescoping scaffold lift and working from the parking spot on the street. This would require a police detail at the sidewalk. Another option is to use the mason's scaffold during the upcoming work on the exterior of the building. Option 1: Labor& materials (Includes lift & police detail) $4,275 Option 2: Labor& materials(Using scaffoid provided by others) $3,100 Please let me know if you have any questions. John H. Watson The Gothic Carpenter PO Box 414 North Reading,MA 01864 978-664-3510 Hotmail Print Message Page 1 of 1 Eagle/Hamilton Hall Proposal t--tam. John Watson (gotwat46@aol.com) Sent: Thu 2/14/13 11:02 AM To: kharper345@hotmail.com; lauraluckeyl2@comcast.net Hi Kathy, I have reviewed my proposal and offer the following estimates for work as discussed during our telephone conversation. Remove the eagle, install a temporary painted panel in its place. I can do this for the original estimate as follows: Labor& materials (Includes Gft& police detail) $4,575 Estimate to install the replicated eagle and panel to exterior as follows: Labor & materials (includes lift & police detail) $3,575 Estimate to install the original restored eagle inside the building including a new panel or repaired original panel mounted with an added frame to help secure it. Labor& materials $2,550 Please don't hesitate to contact me if you need additional information. Best, John Watson The Gothic Carpenter PO Box 414 North Reading, MA 01864 978-664-3510 Cell 978-375-7902 http://by 172w.bay 172.mail.live.com/mail/PrintMessages.aspx?cpids=ea7bef4b-76bf-11 e2-... 2/20/2013 CHRISTINE THOMSON DECORATIVE ARTS CONSERVATION&HISTORIC PAINT ANALYSIS T 81 Essex Street • Salem,MA 01970 978-745-3364 &nthomson 10ea rthlink.net December 14, 2010 To: Kathy Harper Re: Hamilton Hall Eagle Dear Kathy, I was finally able to scale the side of Hamilton Hall last week to have a good, close look at the McIntyre carved and painted eagle mounted above the windows on the North side of the building. I was told beforehand that it was examined and treated by a wood conservator, Mark Williams, in the early 1990s.At that time, he applied a protective coating of a clear, synthetic varnish to the surface.The coating is still intact but has degraded -it is crystallized and is no longer transparent Underneath the varnish are several layers of paint and some evidence of gilding. As I understand it, Hamilton Hall is wisely planning to remove the eagle and replace it with a replica copied from the original one. The original will then be installed inside Hamilton Hall, ensuring its long-term preservation. In my opinion,the eagle is currently in a structurally stable condition, and it is not immediately imperative to take it down. In the course of my examination I looked for structural weakness, evidence of rot or insect damage, and/or missing elements and saw none. With regard to the surface of the carving, in addition to the degrading varnish there are a few minor areas where the paint has chipped off,exposing the wood underneath. I think that it is a good idea to continue with the plan to take the eagle down from its perch and move forward with the fabrication of a replica.The eagle will most likely be safe where it is for a few years more, but the degraded coating and exposed wood should necessitate moving forward with this project within the next two years. Once the eagle is taken down, treatment of the surface will be easier to evaluate,and a variety of options can be presented for treatment of the surface to make it presentable for exhibition. I hope that this information helps you with your planning,and as I mentioned earlier, I am happy to share my expertise in wood and paint conservation to more thoroughly evaluate the eagle's condition once it has been taken down. I wish you all the best as you embark on this exciting preservation project Sincerely, Christine Thomson Decorative Arts Conservator CHRISTINE THOMSON DECORATIVE ARTS CONSERVATION T 81 Essex Street • Salem,MA 01970 978-745-3364 cpthomson lPearthlin icnet PROPOSAL FOR CONSERVATION TREATMENT Client: Trustees of Hamilton Hall Salem,MA 01970 Project: McIntyre Eagle Date: February 12,2013 Description of the Project The three-dimensional painted eagle that graces the north-facing exterior wall of Hamilton Hall in Salem, MA was carved by Salem's famous architect-carver Samuel McIntyre. It has remained in the same location since the building was completed in 1805. Yet in order to ensure the eagle's long-term preservation, the Trustees of Hamilton Hall have made the decision to remove the eagle and replace it with an exact replica made of fiberglass and painted to match the original. The original eagle will be taken down from the side of the building, conserved,reattached to a new backing board if the original board is in an unsalvageable condition, and exhibited inside the building. Scope of Work The scope of work provided by Christine Thomson of Decorative Arts Conservation will include on-site examination of the eagle's condition after it is removed from the wall, stabilization of the eagle's structure and paint if necessary,and filling and inpainting areas of paint loss. Also, the painted surface will be closely examined with a microscope to determine the original color(s)and to note if any surfaces were ever gilded. The original paint color(s)will be matched to a color from the Benjamin Moore color palettes and that color specified to Robert Schur of Skylight Studios, the maker of the replica. Our work, with the exception of microscopic color matching, shall be performed at Hamilton Hall before the eagle is transported to Skylight Studios for replication Recommended Procedure 1. Examine the eagle's structure and painted surface to better assess its present condition. Present the findings in the written report submitted at the end of the project. 2. Stabilize both the structure and the painted surface using appropriate adhesives. 3. Clean the paint to remove surface dirt and grime. Cleaning method to be determined after testing. 4. Fill areas of wood and paint loss; also fill any cracks and gaps in the surface. 5. Inpaint the new fills with acrylic paints to blend them with the surrounding aged surfaces. 6. Take several samples and prepare them for microscopy to determine the original paint colors. 7. Prepare and submit a report that describes the work undertaken, the results of microscopic examination and color matching, and recommendations for exhibit and care of the original eagle. All work undertaken is done in accordance with the American Institute of Conservation (AIC) Code of Ethics and Standards for Practice. Estimate of Costs To complete steps 1-7 described above: 18 hours @ $90/hour= $1620 Materials: 75 TOTAL ESTIMATED COSTS $1695 d SKYLIGHT STUDIOS INC . custom sculpture and design I architectural restoration I mold and casting services I ornament Costs Mold preparation and fabrication of mold 4,350 Polyester resin reproduction, fully finished 4,200 Transportation of original to Skylight Studios, Inc. and of original, copy,and mold to Hamilton Hall_350 Total 8.900 These costs include all labor and materials. These costs do not include de- installation, installation, gilding, or Massachusetts Sales Tax if applicable. Note: The following is a selected list of some other outdoor sculptures and ornaments in New England that were reproduced with this proposed method and materials. 1. State Seal—Old State House, Boston 2. Simon Willard Clock—Old State House, Boston 3. Salem Custom House Eagle—Salem 4. Reproduction marble entryway—Isabella Steward Gardner Museum,Boston 5. Carved escutcheon- Isabella Steward Gardner Museum, Boston 6. Baker Library Cartouche — Baker Library,Harvard University, Boston 7. Massachusetts Hall Clock—Massachusetts Hall, Harvard University, Boston 8. Union Station Towels— Union Station, Worcester 9. Madonna Statue—Our Lady of Good Voyage Church,Gloucester Sincerely, ery Robert Shure President Skylight Studios, Inc. 105 salem street woburn, ma 01801 p 781.933.3822 www.skylightstudiosinc.com F 781.937.3757 serviccs@skylighistudiosinc.com JJR`, SKYLIGHT STUDIOS INC . 'a custom sculpture and design p g I architectural restoration I mold and casting services ornament Kathryn Harper Board of Trustees of Hamilton Hall 9 Chestnut Street, Salem, MA 01970 February 12, 2013 RE: McIntire Eagle at Hamilton Hall Dear Kathy, I am writing to specify the scope of work, proposed treatment, and costs to make a reproduction of the wood-carved Eagle by McIntire currently on the facade of Hamilton Hall in Salem,Massachusetts. As we have discussed in the past, the following outline describes the proposed treatment. Proposed Treatment • The Eagle will be de-installed by others and will be transported by Skylight Studios to Skylight Studios. • The structural integrity and condition of the sculpture will be examined and a condition report and an updated treatment report will be submitted. • After approval of the treatment report the surface of the sculpture will be cleaned by Christine Thomson. • A reversible mold release will be applied to create a barrier coat between the wood surface and the molding material. This will be clear polyvinyl alcohol. • Any losses, defects,or cracks will be filled before mold-making by Christine Thomson. • A tin-cured high-quality silicon rubber backed with a plaster shell will be used to fabricate the mold. This molding material will not change, stain, or damage the original surface in any way. • The silicon mold will be used to reproduce the sculpture with reinforced polyester resin. An integral color will be used in the gel coat that matches the base color of the original. The reproduction will be suited for the New England outdoor climate, will be strong and light weight, and will have the necessary mounting/installation hardware provided. • The finish and colors will match the original carving and will be subject to the owner's approval. Various tones or polychromes may be accented on the reproduction with the application of pigmented resin or stains. • The original,reproduction, and mold will be transported to Hamilton Hall by Skylight Studios and will be installed by others. .105 salem street Woburn, ma 01801 p 781 .933.3822 www.skylightstudiosinc.com •f 781 .937.3757 services@skylightstudiosinc.com FUNDING REQUEST 1. Please attach an itemized prop-ram budeet for the amount on Line 11A of the cover page of the application. Indicate cash expenditures only, do not include the value of in-kind services. 2. What is the projected use of the funds requested(Line 1 IB)? If the funding request is for personnel, itemize each by job title,number of hours in a typical workweek, rate of pay, fringe percentage,multiplied by the number of weeks the program will run. If the funding request is for supplies,materials or other administrative costs,please itemize and estimate these costs. Budget requests should not be fee based, but rather on actual expenses projected to run the program. The projected use of funds ($800) on line I IB is to be used as shown in the attached budget. The Coordinator of Homebuyer Programs will spend approximately 30 hours of classroom instruction on this program. This number is derived from 3 seminars consisting of 10 hours each). Also,there is about 6.5 hours travel time that is incurred. 3. What is the amount and source of funds for the remainder of the total program budget? List cash sources only. Do not include the value of in-kind services. a. CDBG (non-Salem) $ b. Section 108 Loan Guarantee $ c. HOME $ d. ESG $ e. HOPWA $ f. Other federal funds (specify) $ g. Stateilocal funds(specify) $ h. Private funds (specify) (TD Bank) Boston Private Bank ) $ $3,500 i. Other(specify) $1,500 TOTAL(Note: This total, when added to line I IB should equal I IA) $5,000 Note: If funded,the agency will be required to submit a CDBG Leveraged Funds Report at the end of the program period. Large discrepancies between the estimates provided here and the actual funds leveraged will r quiee explanation and may affect future funding awards. s�� a y � � . t Z- �� yf �� i.Sr 1� � ��_ �: 1 I� � ` , �. � ` � ':� �.. , � . ` \ d. `. ��` �� ` ` .'_ _. MIS bout 1 n 1 ,P — ut� , N7rv7p f�f Mia loanIonia - 66i J M iii ! r .�m i i �� r.. _________�__ .� , - . :e� •, �`�;; `• -- � + ' '� � .j �_ i ��;� _ ,, �l M y ter. Ns9 oil lowr�� u� �� mitts i o ami� moss i � o ME �F— �- -T- ':� .. r .� �_ -., ._ �� :� ,. n _ _� � � P .�--- �, � �� _i_ ��_ _. �.L .mss._-r�__ _ _ i��"� ;�:; • :,: �..r�� -�' :`�: ,:dr° f � • �:�; -, �� i �� f M 1 „p ti3'... '. /,r Y \� f~� �y 4 1�� iH •y A � � `' � w � •� r .�� p ...�, '�,� ' t � ., r r v FRI. . ol 14 E � 1. �•. l 4 � �Ot rx r W r o •� Y T .a ...... \.., ,11. I TAI t'. tw, ♦ 11 r tt iX' J: I tA tuba lit t= F�� v�* ° P �,,,•� . ` \ F w �, ',r i,, � - � i�; :.�.� . rte � "y�l° �`� ,.'`�c.n,'. � ti ;.��. �; � . ,� +y �• - "�� -\✓ - ri Salem Historical Commission 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740.0404 CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving O Reconstruction ❑ Alteration ❑ Demolition O 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:7 Canibridoe_Street/ 2 Chestnut Strept Name of Record Owner: Hamilton Hall Inc Description of Work Proposed: Restoration of windows. All work will be in-kind. Dated: _June 6. 2013 SALEM HISTORICAL COMMISSION By: &awoex- Lb�U Y1L 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. "ED ,a "'AY 16 1013 ' tr DEPT. OF `LAk1`JWGd <. 'OMMUNI i r p. Rr' IOPMEp' Salem Historical Commission ]'!wA9Hrr.G raN%, .,PFE, `;1LFM C,AScAC IlJ$E'T.S.G i3-C ,978 91^5685 FAX 1970.-NP pap: APPLICATION FOR A CERTIFICATE OF NON-APPLICABILITY Pursuant to the Historic DistricPs Act (M.G.L. Chapter 40C) and the Salem Historical Commission Ordinance, application is hereby made for issuance of a Certificate of Non-Applicability as described below for: ❑ New Construction ❑ Moving B4/ Reconstruction ❑ Alteration ❑ Demolition Painting ❑ Sign ❑ Other District: []Derby Street El Lafayette Street 4McIntire ❑/Washington Square Address of Property: HdI271 /617 Ail/ Gf n1j �sf�2tJf �f, ( �I �Gj�1��er �) Name of Record Owner(s): Ha Mil-fLim Owner Mailing Address: C Sk Y\\t�„� r d l 6( Description of Work Proposed: -leYrtDJe /UiVIC�dus 5d541'C�iCifY-fr5y 're wood req ae vS h ,i/ � /44 TSS /BLit°/e, /ossidXe ZZ, a // r`cesSitry Jarn � GU;ndatvs � �` 11 IooK eyreec4/� �-h�s��F• <Sarne �ai`�ttcolor, l-l7 e (�ho�os -c /osP vis D/ avt ndAZv 5 - On e- ,` s /'r-s>vred 674d Onf- ha.s poi . Gveel"oPps 'e_ �o do a Il 8 w. nds�vs ,`ti �G,� bvi ldi�Z as fvr�dt`n� ��r'mr`fs. i tuD u� �'rrdo.�s ha.� �. Name of Applicant: �/�CI�Lt�c S . VaMerS9( ❑Owner ,-Contractori Tenant fr}Other• NeS l 6iL Tel. #: OIL 7 TU- O K yr E-mail Address: I c)-(r) P° h\O' Int Ryr\ka ll e Of G Certificate will be mailed to the owner unless otherwise indicated here: Certificate should be mailed to: Name UUts C(,tt tc Bil te_eA uAV�ht�faV l klz NhLIf,c Mailing address �_ C �t n� �r City: SOdel t State:AAZip: _LUO 0 JJ st�n��• ; Ci/t,t(c(.o,c�, � l�ruK� ��1�� ? � � � �\��\ ° ^ � • _ AS 2 § | | i | | | : ° « ! lam■ | -- � . . . � . . . . t | m■@ ■ _. . �. - - + m Omni, |� . ■ i• r•: i� i _ _ `'w� ' ___ _ 1 ` / i, 1 �� \ A 1 � l x: j I • r I r Not on ( J Irk or rI re logo$ ONE viii . iii' g b��ONI1IT��Q Salem Historical Commission 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978)619-5685 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 k 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 i M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District: McIntire Address of Property: 9 Chestnut Street Name of Record Owner: Hamilton Hall 501C Description of Work Proposed: Repainting in existing colors all exterior wooden areas (trim, doors, porticos, shatters, window surrounds, window fans,flag pole and moldings)—excluding tblclntire swags and eagle carving. NO changes in color, material, design, location or outward appearance. Non-applic;tble due to Being in kind maintenance/replacement. Dated: May 18, 2012 SALET RIC OMMISSION By: The homeowner has the option not to commence the work (un',ess 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 luspector of Buildings (or any other necessary permits or approvals) prior to commencing work. _ t p Md Ay i ` �n �)4r `4u- - ¢4„r � �I �r�� r'T�e S, rR:j 2 t .'S �� - � � �+ A � ��' � - � _�` '�' _ � �� ,` i� �.. _ ' S, . �p 1 �. y .C.ii��/:� ! H � � _.� � ._. i �� - � � �1 .�,P,' JI s �� 3 ” �J 'd,,.i�1Aq e 1 i -F ,f 1 i ,`: ,. -h: '; �- ._ -j _ �%.�.---- , - . . �e� ,`` ��qq II _ i � ��1�� IIIIIII��I ��I��f'' ,` � d� I i r _ } yf� _ted i� i r � , all �eN` r a u r � ,� � '. ,� �I <, t • � "_- :�, t �. ,� �� ECd . , t E D MAY 18 2012 LU2 T.aFrP,[hNNING a 1MUNiTY DEVELOPMENT TY DEVELOPMENT Salem Historical Commissioh°"`"'� 120 WASHINGTON STREET,SALEM,MA 01970 (978)745-9595 EXT.311 FAX(978)740-0404 APPLICATION FOR A CERTIFICATE OF NON-APPLICABILITY Pursuant to the Historic District's Act (M.G.L. Chapter 40C) and the Salem Historical Commission Ordinance, application is hereby made for issuance of Certificate of Non-Applicability for: Construction Moving Reconstruction Alteration Demolition 114mtin Sign Other as described below. District:`M c Zti Original Building Construction Date, if known: \�� Address of Property: Name of Record Owner(s): Description of Work Proposed: �• �.�- vct 4\l F.,,C`\a..:. � w o e> fav ��a-ca � � Y+ c.v_�...io..� Q.- 1r1�oo.a V-coS Signature of-8%%er: n! . Tel. #: Mailing addressy City-'z.4\9- ^, Stateyv,,Zip: 73 ��o Salem Historical Commission 120 WASHINGTON STREET, SALEM, MASSACHUSETTS 01970 (978) 7459595 EXT. 311 FAX (978) 740-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction )4, Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, 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: 9 Chestnut Street Name of Record Owner:_ Hamilton Hall, Inc. Description of Work Proposed: Installation of a simple top rail to Cambridge Street side entrance per photo of 6 Chestnut Street railing, with simple curl at end, with beginning newel post attached to first granite step, curved inward and around pillar, ending with final newel post that will terminate just before the door swing. Newel post will be simple 1 .square iron with option for a little bit of design on rail similar to 6 Chestnut Street. Newel post at lower step to be recessed a couple of inches and handrail to extend beyond the step in a suitable distance. Addition ofgranite step at Cambridge Street side entrance, 7"H 61, extending out from the building to the columns approximately 37-38" to make 2 equal steps of equal depth of 13" and roughly rising 7". Dated: June 18, 2009 SALEM HISTORICA COMMISSION By. The homeowner has the option not to commence the work (unle s 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. Jane Guy From: Jessica Herbert[Jherbert5@comcast.net] Sent: Monday, June 15, 2009 1:30 PM To: John Seger; Jane Guy; David Hart(E-mail;; Kathy Harper(E-mail); Hannah Diozzi (E-mail 2); Laurie Weisman (E-mail 2); Laurie Weisman (E-mail); Larry Spang (E-mail); Joanne McCrea Subject: Hamilton Hall Hand Railing on Cambridge Street-June 17th His/Com Hello John, Last week I went around and found more than 20 examp-es of the type of handrail I was suggesting be considered for the entry to Hamilton Hall on Cambridge Street. All of the examples are of a simple top iron handrai- meeting a final newel post at the bottom of the steps. Some begin with a newel post at the top of the run, while others attach directly to the house or pillar/column, without a beginning newel post. Depending on the number of steps, some have one or two intermediate supporting posts. The best examples for Hamilton Hall's situation are the following: (1) Grace Church, Essex Street: The 2-step entry in front of the arches doors on the left of the property. There is a simple iron top rail meeting a beginning and an ending newel post. There is a pair of these on each side of the granite steps. Additionally, they each have a simple angled iron handrail extension that appears to be handicap aid. (2) Historic Salem, Inc. , North Street: The 3-step entry has simple iron top rail meeting a beginning and an ending newel post. There is a pair of these on each side of the granite steps. (3) 13 Chestnut Street, to the right of Hamilton Hall: The 4-step entry has a simple iron top rail meeting a tapered iron newel post with pineapple finial. The top rail curves up and attaches directly to the face of the house without a beginning newel post. There is a pair of these on each side of the granite steps. (4) 5 Chestnut Street, to the left of Hamilton Hall: The 4-step entry has a simple iron top rail curving around the entry support column and descending down to a slightly tapered newel post with a ball finial. Thereis a pair of these on each side of the granite steps. (5) 18 Summer Street: The 6-step entry has a simple iron top rail, descending and curving outward to meet a very plain supporting newel post. This railing design has 2 simple supporting newel posts in the run. There is a pair of these on each side of the granite steps. A final good design for Hamilton Hall could be drawn from these and several other examples. I will be forwarding pictures of the examples shortly. I just got my computer back after a weekend of updating and virus scanning. Best regards, Jessica 1 F / � I� •�� '� `�.v mo :i ME a I .tea EMME NOW melon _1 Mai 1 _- I _ I WIT d ,I � . IIID 4 X e►a�i� -hill � : I r MW I SIMI AN Will NMI 1110011 W-7 il��lllll} � 1Nagai , itiIf � _I Our t F • n I 1 aL lo-== / , f iS ;t ! . I f ((W3 �, yam. h O'LS F' Y . Ra ., y :�.� Suffix 3•.i.S - �_ I O RAILING a tu M F- n Wryi W FOYER D m GRANITE STEP 4 v EXISTING GRANITE STEP HAMILTON HALL ENT NCE 9 Chestnut Street, Sal m, MA y. FOYER HAMILTON HALL ENTRANCE 9 Chestnut Street,Salem,MA Page 3 of 3 c ncl i T I i tk� , i. ,,,�, v,�-wa".j+3�r_g-&c � �~ ^fir--`�--•� -;, 1" 14 - 33'w;Qe - moire Lone P /1 a� Close (-.gyp 0 COXY)brid.3e 5 - wl new 51-c p pro Po,5CL4 (.. - X414, n _ yam" ■■I Ter■ cQ,,yy��jrid� 5� . �K3'E'YOi-nCe WI � eXis-�i n� a� 5 rl 8'[' • �.r��'rclnG'e I r i i > Y 3` _ O RAILING _ w LU �M W FOYER D tY m ARAN I TE STEP 0 EXISTING GRANITE STEP HAMILTON HALL ENT NCE 9 Chestnut Street, Sal m, MA COP o� ov _ S 6 n s r rr M M f � S cte C�Ose up Oi� C0.m�Drid�e 9 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 iReconstruction ❑ 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: 9 Chestnut St Nameof Record Owner: Hamilton Hall Description of Work Proposed: Repair alley way gate to replicate existing, reusing existing hardware. No changes in color, material, design, location or outward appearance. Non-applicable due to being in kind maintenance. Dated: March 6, 2007 SALEMHISTO CAL ISSION 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. a - I � _ I ' 1 iA7.- -_ -I H7- '. y 'I 1.j r M1 1 /�. jyyi �� ;- , l�� , , ;�1�-__ _____._ r --L---- 1i--- � , � �i -C,� � . � i ,� '�� I ' � � Y ' � 1, ' - ' � ...� 4 _ ! ��1`S .�.�- �- . 1��1�11� , � � � �� ' �, 4 .--'� -, �. , � � � i - � � _ 9 --_ '� - � _ - �, �-- ! _ _: ,�' -- � _( �_ � - - __ __C -�� - -w � ��,�' Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)745-9595 EXT.311 FAX(978) 740-0404 AMENDED CERTIFICATE OF HARDSHIP It is hereby certified that the Salem Historical Commission had determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction Alteration ❑ Demolition Painting ❑ Signage ❑ 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: 7 Cambridge/9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: This certificate replaces the Certificate of Hardship dated 5/19/06. Installation of fire protection sprinkler system including Stroz connection with brass color plate in location on photograph submitted, horn/light unit in required red and two sprinkler heads under the canopy of the Cambridge Street side entrance. Reason for Issuance of Certificate of Hardship: ❑The application affects only the building or structure on which work_s to be done and not the historic district in general. ❑The application is approved because it does not cause substantial detriment to the public welfare. ❑The application is approved because it does not cause departure from the intent and purposes of the amended Historic District Act. Dated: 08/17/06 SALEM STORICALCOMMISSION 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. 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: ❑ 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: 7 Cambridge Street/9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Installation of drain including a 2" diameter 90 degree elbow and bezel at the south fagade, east of the side exist door, approximately 36"above grade. Non-applicable due to being located beyond the gate and essentially non-visible. Dated: Aueust 17, 2006 SALEM HI�S,TO'RIICAL 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. \ VI 4 ` A 2 inch diameter pipe drain will be installed at the south 'z side near grade to provide for drainage of the sprinkler system. Visible will be a 90 degree coupling and bezel. z South facade in alley yli Hamilton Hall 9 Chestnut Street Salem, MA August 14, 2006 West facade, South side, looking into alley 4 , r * e r •a f, 'S,� ir, _ s f i' >o air, .r i i. k- , r rip Ilipe in vcIIOW ll ,he painted to match N xy y° • A lk IT T. "j t emir-,, N i a .�y � . s� 1 IF 1 l l i 4 1 H l r � .L I I � � t � I 1 ♦.J I I�Y I Irf v� f• { ' 1 ' IN a i i1 � F --..�--mss- � p , v cif T / �1��cTlON oa �0 Y R 6, y a A 2 inch diameter pipe drain ? - - will be installed at the south side near grade to provide _ for drainage of the sprinkler system. Visible will be a 90 degree coupling and bezel. i s i South facade in alley - ' Hamilton Hall 9 Chestnut Street Salem, MA August 14, 2006 West facade, South side, looking into alley 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 ❑ 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: 7 Cambridge/9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Installation offire protection sprinkler system including Siamese connection with brass plate in location on photograph submitted, horn/light unit in required red and two sprinkler heads under the canopy of the Cambridge Street side entrance. Reason for Issuance of Certificate of Hardship: ❑The application affects only the building or structure on which work is to be done and not the historic district in general. ❑The application is approved because it does not cause substantial detriment to the public welfare. ❑The application is approved because it does not cause departure from the intent and purposes of the amended Historic District Act. Dated: 05/19/06 SALE STORICAL 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. i' •AC b u' ngI7�,71 ® --- Y �I IIIINN N. to 's = t !I lot Attachment No. 4 Hamilton Hall 2006 View to East with "Siamese" Connection _r , - WE ag oil I IN �� IBM 1r' — �{ 1 ■i CS ins mill Ism � I JL Attachment No. 3 Hamilton Hall 2006 Existing View to East it 00 iii nn1� � I 1 1 I • 04/07/06 15:47 FAX 6177235165 LUCAS STEFURA INTERIORS lao01 AFR-07-2006 14:46 EATON VRNCE P.Od City of Salem, Massachusetts r Fire Department 49 Lafayette Street rDavLd w.. Cody Salem,Massachnutks 01-970--36.95 Firr Prevention Chief 7eL 978-744-1235 Oveau 978-744-6990 `fax 978.745=4646 976-745-7777 dcody@km(rm.com Order#2005-2 Mr.Jeffrey Beale Hamilton Hall 9 Chestnut Street Salem, MA 01970 January 25,2006 Dear Mr.Beale: As a result of the tragic nightclub fire In Warwick,Rhode Island,the Commonwealth of Massaehusens enacted Chapter 304 of the Acts of 2004,An Act Relative to Fire Safety in the Commonwealth. Section 5 of this new law added Massachusetts General law chapter 148,section 2601/2 which requires every building or portion thereof;of public assembly,with a capacity of IOU persons or more that is designed or used for occupancy as a nightclub, dancchall,discotheque,bar or for similar entertainment purposes to be equipped with an adequate system of automatic sprinklers. Upon Teview it has been determined that the above referenced establishment falls[order this new lacy. You are hereby ORDERED to comply with tete provLgon8 of the statute in accordance with the following schedule: L Plans and spec cations for an adequate sprinkler system as required by statute shall be submitted to this office with a copy to the building inspector no later than May 15,2006, 2. The sprinkler system must be completed no later than November 15,2007. You arc strongly urged to take appropriate action at this time in order to meet the compliarux deadlines of the new law- Under provisions of M,G.L. c_ 148,S. 26G1/2,you have the right m appeal This order to the Commonwealth's Automatic Sprinkler Appeals Board,P.O.Box 1025, State Road,Stow,MA 01775. within 45 days at]er service of this letter. If you have any questions please contact Salem Fire Prevention at(978)745-7777. So z ti 4,-- - Chief Cc: File Building Licensing Health TOTAL F.72 Attachment No. 1 Hamilton Hall Inc. was notified in January of 2006 (see letter from Fire Department) that a fire protection sprinkler system must be installed in the hall prior to November 15, 2007. This entails an underground water feed from the street to the building and the installation of a complete steel pipe sprinkler system inside the building. The requirements also call for a visible"Siamese" conr_ection for fire department use at the west fagade of the building (this location is dictated by the fact that it is connected to the water pipe apparatus inside the building). A brass plate affair is proposed to be affixed to the building at the west fagade, as described in the accompanying photographs. The existing and proposed views are included. The building will be protected against fire at all occupied levels, from the basement to the ballroom and supper room levels. The visual intrus_on of a fire department connection is mitigated by the selection of a flush mounted brass plate and brass connection affair. 5/1/2006 0 Salem Historical Commission 120 WASHINGTON STREET,SALEM,MASSACHUSETTS 01970 (978)745-9595 EXT 311 FAX (979)740-0404 June 2, 2005 John M. Wathne, PE Structures North P.O. Box 8560 Salem, MA 01970 RE: Hamilton Hall Dear Mr. Wathne: Confirming my telephone message to you, please be advised that the Salem Historical Commission has approved your request to amend the Certificate of Hardship dated November 19, 2004 to use the six-pointed star with an option to use a five-pointed star. If you have any questions,please feel free to contact me at 978 7845-9595, Ext. 311. Sincerely JanA. Guy Clerk of the Commission RUGUAB NOAT4 May 13, 2005 CONSULTING ENGINEERS, City of Salem INC. Historical Commission 120 Washington Street a Salem, MA 01970 °per. Attention: Ms. Jane Guy, Clerk of the Commission Reference: Structural Repairs to East Wall Dear Jane: Due to the recent unavailability of the anchor plates that we had specified for the exterior of Hamilton Hall's east wall, and the fact that the vital structural repairs that have been in progress on the wall are nearing completion, we must substitute another product on relatively short notice. We will be using the 7 '/4" six-pointed star plus a round spacer plate as manufactured by Schiff Architectural Detail of Chelsea, MA. These will be of black painted ductile iron and are period-appropriate to the structure. Please see the attached details. Thank you in advance for your assistance in this matter. Please contact me if you have any questions or concerns. Respectfully yours, JMn M. Wathne, PE, President Structures North Consulting Engineers, Inc. CC: Stanley Schwartz/ Hamilton Hall, Paul Holtz/ MHC P.O. Box 8560/ 60 Washington Street, Suite 401 • Salem, Massachusetts 01971 Voice (978) 745-6817 •Fax (978) 745-6067 www.structures-north.com e .-. ...._. 7E 7 F +'1411I� � `. 1 J f ; 1 1 '3/ �1 ` a u f i 43>s f SPE',-,r'A5-u f iLG'+• A%AYAftLEM t'Y.TU,1::T Lf' r- ►� -- -. i -.,�� _,..� � Oil .r o =F=C F;ptiGtli �: I J7 illy;ft L{ihTiy�`J 1:i4 xJ:fU'�-:}_' t:2SiFFR Eyvii% 0 0 " S7RL'CiURAt.STAR EfI11 CI NG NE TNM`d3 Vk'hSk{ER Rh ft Archtteeturm o it:ALE 1.2 �'r✓F, ;n frc LT:thev, ;SAet15) rSS'.16U RATE ' ()iC 2iiUJ Td f�i�`-�?-�+�+Y Tu 6l 7 B97L iJ _ goo In / a-v3 osteo SooZ/ET/40 . X - 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: ❑ 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: 9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Repaint.shutters to replicate existing. No changes in color, material, design or outward appearance. Non- applicable due to being in kind maintenance. Dated: April 14, 2005 SALEM HISTORICAL C ISSION 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. STHO �S GENERAL NOTES 20. Do not scale the drawings. If critical dimensions are missing from the drawings IIUT� corltact the Engineer for clarification. 1O °1 A. GENERAL 22. Contractor will have access to water, and will not be charged for water usage. 7 1. All work shall comply with the Massachusetts State Building Code, Sixth Edition 23. Contractor will have access to electricity, and will not be charged for 2. All work shall be coordinated with the Owner to minimize disruption. power usage. If the Contractor requires additional power, the Contractor shall be responsible for all work associated with installing additional electrical wiring, including 3. Contractor shall field verify all existing conditions and dimensions and shall be removal of any temporary electrical work. responsible for dimensional coordination. Notify the Engineer of any and all discrepancies. 24. Contractor shall have use of existing site staging as provided by the owner for conduct of the work. 4. All details shall be considered typical and applicable to all similar conditions unless otherwise noted or indicated. 25. The contractor shall keep the engineer abreast of all conditions that are uncovered during the work that might affect it. the engineer reserves the right to make 5. Contractor shall be solely responsible for all means of construction employed on modifications in the scope of work as may be needed to accommodate discovered this project, and for the safe installation of all temporary bracing, support, and conditions and the engineer will consider and review all suggested alternatives submitted protection of the existing structure as needed for the completion of this work. by the contractor as may improve the safety, timeliness and effectiveness of the work. 6. Contractor shall be solely responsible for maintaining the safety of all adjacent B. MASONRY FORK CZ ~ structures, and passers by vehicles during all phases of the work, and shall correct Q4 any defects or damage which results from his actions. 1. Provide the Following_ Masonry Materials and Products: N 7. Protect the public at all times from potential construction hazards. a. Portland cement: type 1 white cement satisfying ASTM C150 and complying with staining requirements of ASTM C 91 for not more than 0.03 percent water soluble 8. Secure and control access to work area. alkali. Mortar shall show no efflorescence when cast in a 2"x7"x !4" slab consisting of 1 part of the cement to be used, 2 parts Ottawa plastic mortar sand and ,y 9. The building will be occupied and open to the public during construction,. Maintain distilled water, and subjected to a 7 day "wick test" conforming to ASTM C. all existing means of egress. Coordinate active entries to the building with the Owner throughout construction. b. Hydrated time: ASTM C 207, type S. 10. The Contractor shall be responsible for maintaining a weathertight and secure c. Fine aggregate / sand: sand for mortar and grout shall be ASTM C 144, washed, U] building at all times. to match surrounding in color where visible. Sand for surface fill: clean, fine sand free of salts. w I 11. The Contractor shall visit the site and thoroughly examine and become familiar with cts existing conditions including delivery and removal of materials to and from the site. d. Brick: re—used or new as needed, or ASTM C 216, grade SW, low absorption. Cr) Minimum strength shall be 8,000 psi, maximum water absorption shall be 87. CZ 12. The Contractor shall protect adjoining property, public rights—of—way, and the public Provide new brick only as required if existing units cannot be salvaged, to match from dust and construction hazards during the project. The Contractor size and shape of existing surrounding brick. Color shall be one shade darker than the existing brick in its present condition. 13. The Contractor shall secure all permits required in connection with the Work. The cost of all permits shall be paid by the Contractor. e. Mortar for shall be ASTM C 270, type 0 but as modified as follows to obtain the required physical properties: 1 part cement, 2 parts hydrated time, 9 parts bulked 14. Review field conditions that differ from Contract Documents with Engineer prior to (damp) sand. Aggregates shall be selected to match the existing mortar. Contractor proceeding with work. In some instances, the full extent of repair or restoration work shall provide a test patch of finished pointing for approval by the Engineer. cannot be determined until existing coverings have been removed. The Contractor shall plan ahead so that site visits and subsequent direction can proceed in a timely g. Grout for structural cracks that are too deep and narrow to conventionally point: fashion. 1 part Portland cement, 1 part hydrated time, and 3 parts to 5 parts fine sand to suit application. Minimum mixing water to suit injection or gravity placement. Add 1% 15. Field dimensions and dimensional coordination shall be the responsibility of the grouting aid by weight of cement. Contractor. It is the intention of the contract that the completed profile and dimensions match existing profile and dimensions of exterior elements. h. Grouting aid: "Interplast—N" expanding / fluidifying grouting aid as manufactured by the Sika corporation of Lyndhurst, NJ. 16. Sections and details apply to all similar conditions unless otherwise noted. i. Adhesive anchoring system for rods & bolts shall be Hilti "Hitt" HY20 w/ screen tubes. 17. Materials referred to on drawings and details are new unless noted as existing. Where _ work is described as "new" or "replacement" the contractor shall remove and legally j. Chemical cleaning agent: "sureclean 600" as manufactured by prosoco Corp. m dispose of existing material. Patching Reconstruction Pointing of Masonry: 18. Restore any damage to building or site caused during construction to its condition 2. � Geaerel Notes prior to the start of construction. Contractor shall photographically document existing a. Locally patch masonry as called for and/or required by the work using industry— conditions and note areas of existing damage. standard methods and the materials specified herein. All Blends, textures and workmanship 19. Control noise. Contain all dust and legally dispose of all construction debris. shall match the colors, textures and workmanship of the work that is being repaired, S-1 A patched or replicated to the satisfaction of the Engineer. I ORTIMIS NOTA b. Cut deteriorated mortar joints to a depth of not less than 2J¢" x thier widths, or until 4. Wood construction is to conform to part ii design specifications" as sound mortar is reached if deeper, & point w/ new mortar to match color, texture & published in the "timber construction manual" (oitc) and to "national design ffro= sum M AIM profile of existing joints. specification for wood construction", latest editions. . P nr�wcmer C. STRUCTURAL STEEL 5. New lumber for structural use is to be surface dried and have a moisture 1. Structural steel work shall conform to 'specification for structural steel buildings" (aisc content of not more than 19 percent. asd 1989), or load and resistance factor design (Irfd), latest edition; "code of standard 6. Structural lumber is to be identified by the grade mark of, or certificate of practice for steel buildings and bridges" ; and structural welding code — steel (aws d1.1). inspection issued by, a grading or inspection bureau or agency recognized as being competent. 2. Structural steel shall be new steel conforming to the following: Rolled steel shapes: A992 Grade 50 7. Structural lumber is to be visually stress—graded lumber in accordance with Plates Astm A36 the provisions of astm designation d245-74, "methods for establishing Structural Pipes: Astm A53, Grade B structural grades and related allowable properties for visually graded lumber." Structural Tubes: Astm A500, Grade B Anchor Bolts: Astm A307 8. Wood is to be handled and covered to prevent damage and moisture High Strength Bolts: Astm A325 absorption from snow or rain. Welding Electrodes: Aws E60—xx, low hydrogen for existing steel Aws E70—xx for new metal E. FINISHED CARPENTRY, PLASTERVORK AND PAINTING CZ 3. Structural steel shall be detailed and, where required, designed in accordance with the 1. Perform all finished carpentry & plaster repair work in accordance with industry Q) aisc specifications for structural steel buildings and the shop drafting manual, current standards and to the satisfaction of the Engineer. editions. 2. Save all moldings & re—installolong w/ matching plasterwork following completion 4. Bolted connections shall be made using 3/4" diameter (minimum) astm 0325 friction of structural repairs. type high strength bolts. Use short slotted horizontal holes in web of beam. 5. Anchors embedded in masonry shall be ASTM A53 type 304 stainless steel, Threaded for its entire length. 6. Welding shall be done by approved certified welders, and shall conform to the C omerican welding society code. See specifications. all fillet welds shall be made with a return leg on the weld end. The minimum size of fillet welds shall be Z determined in accordance with paragraph j2.2b. of the aisc specifications for structural steel buildings. CZ 7. Frames shall be set against full beds of non—shrink grout at bolted connections. O 8. Field cutting of structural steel or any field modifications to structural steel shall y not be made without written approval by engineer for each specific case. 9. Structural steel framing shall be true and plumb before connections are finally RS bolted or welded. �31 10. All structural steel shall have one shop—applied coat of rust—inhibitive primer D. WOOD FRIMDJG REQUIREMENTS: 1. Provide the followinq rough carpentry materinls- Solid timbers shall be hem fir no. 2 or better with a minimum allowable compressive stress parallel to grain of 425 psi and a minimum elastic modulus 4 of 1,000,000 psi. , 2. Provide standard galvanized metal connectors where appropriate for all flush @ framed beam and joist applications where needed per the direction of the engineer. capacities shall be suitable for the member and span. \r�^, cmc Notes 3. Unless otherwise noted, nail all framing in accordance with the boco building code and industry standards. ow•, S-IB Z mm r*1 O Om mm n c O � y ti y II N II sZ II ' jII a I o ,a II y II � II � II y I � � I r II II II a o z � S I I rn mtm �o-�e a am mm Hamilton Hall East Wall — Repairsa�aa MIM PN Salem, MA � � 9 II'�1 i ay t n,3 Q � O ��u aZ � Nd ►b '-3 � so R, I a QalKl Hamilton Hall East Wall - Repairsvia* � ,aSalem, MA "� �a – - P110,11T, TS(2) 3/4'0 LAG SCREWS INTO REPAIRED RAKE MASONRY (UNDER SEPARATE CONTRACT)l REPAIRED RAKE RAFTER AVOID EXIST, PURIN - - 1 f 1 x4 x4" BOLTED SOLID 8x8 TIMBER TO SIMPSON A60 STITCH US ® 24" O.C. o ADJACENT TRUSS CHORD EA, SIDE (1 OF 14) 3/4"0 STAINLESS- EL ALL-THREADED RODS CORE-DI ILLED AND ADHESIVE-SET 10" INTO EXIST BRICKWORK W/ SCREEN TUBE f cri .__ =-¢�-Jt_9..-3Zk as� a� BOLTS ON FAR SIDE I ° W/ 6" STAGGER r 6'-6"t 069 N o� Y4"0 THRU ROD W/ n' ^~+ N� o CLFVIS & %'" NOM. c TURNBUCKLE 9 INCREMENTALLY REMOVE ROTTEN EQUAL cu TIMBER & LOOSE BRICKS. ° R 1"x8' W/ HOR. W REPLACE W/ NEW BRICKWORK SLOTTED HOLES FOR cri JL BOLTS cza BOLTS ON FAR SIDE !L5 W/ 6" STAGGER f CUT PLASTER & FURRING FOR '�� C- - ACCESS, PATCH & PAINT PLASTER CAST IRON BUTTON" TO MATCH EXIST. WORKcri ON OUTSIDE OF STRUCTURE " THREADED ROD 1"WW BOLTED STITCH TL''S ® 24" O.C. EXISTING VAULTED CEILING 3 Y SECTION A—A o a L 47f FURRING SPACE S-4 \!Pyprlll�fA� 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 ❑ 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: 9 Chestnut Street Name of Record Owner: Hamilton Hall, Inc. Description of Work Proposed: Emergency stabilization of east wall to include three round pattress plate buttons per drawings submitted All brick repair to match in mortar color and thickness. Reason for Issuance of Certificate of Hardship: ❑The application affects only the building or structure on which work is to be done and not the historic district in general. ❑The application is approved because it does not cause substantial detriment to the public welfare. ❑The application is approved because it does not cause departure from the intent and purposes of the amended Historic District Act. Dated: 11/19/04 SALEM HISTORICAL COMMISSION c_ 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. ST UGU RS GENERAL NOTES 20. Do not scale the drawings. If critiral dimensions are missing from the drawings UUTA contact the Engineer for clarification. A. GENERAL 22. Contractor will have access to water, and will not be charged for water usage. W°�l PH 0]8.]16.0[1] 1. All work shall comply with the Massachusetts State Building Code, Sixth Edition ,.Y"M7 ', m 23. Contractor will have access to electricity, and will not be charged for 2. All work shall be coordinated with the Owner to minimize disruption. power usage. If the Contractor requires additional power, the Contractor shall be responsible for all work associated with installing additional electrical wiring, including 3. Contractor shall field verify all existing conditions and dimensions and shall be removal of any temporary electrical work. responsible for dimensional coordination. Notify the Engineer of any and all discrepancies. 24. Contractor shall have use of existing site staging as provided by the owner for conduct of the work. 4. All details shall be considered typical and applicable to all similar conditions unless otherwise noted or indicated. 25. The contractor shall keep the engineer abreast of all conditions that are uncovered during the work that might affect it. the engineer reserves the right to make 5. Contractor shall be solely responsible for all means of construction employed on modifications in the scope of work as may be needed to accommodate discovered this project, and for the safe installation of all temporary bracing, support, and conditions and the engineer will consider and review all suggested alternatives submitted protection of the existing structure as needed for the completion of this work. by the contractor as may improve the safety, timeliness and effectiveness of the work. 6. Contractor shall be solely responsible for maintaining the safety of all adjacent B. MASONRY )YORK structures, and passers by vehicles during all phases of the work, and shall correct a any defects or damage which results from his actions. 1. Provide the Following Masonry Materials and Products: N 7. Protect the public at all times from potential construction hazards. a. Portland cement: type 1 white cement satisfying ASTM C150 and complying with staining requirements of ASTM C 91 for not more than 0.03 percent water soluble B. Secure and control access to work area. alkali. Mortar shall show no efflorescence when cast in a 2 z7"x 36" slab consisting of 1 part of the cement to be used, 2 parts Ottawa plastic mortar sand and ,y 9. The building will be occupied and open to the public during construction,. Maintain distilled water, and subjected to a 7 day "wick test" conforming to ASTM C. ^k all existing means of egress. Coordinate active entries to the building with the Owner w throughout construction. b. H,vdrated time: ASTM C 207, type S. 10. The Contractor shall be responsible for maintaining a weathertight and secure c. Fine aggregate / sand: sand for mortar and grout shall be ASTM C 144, washed, U� building at all times. to match surrounding in color where visible. Sand for surface fill: clean, fine sand RS free of salts. w 11. The Contractor shall visit the site and thoroughly examine and become familiar withCZ existing conditions including delivery and removal of materials to and from the site. d. Brick: re-used or new as needed, or ASTM C 216, grade SW, low absorption. Minimum strength shall be 8,000 psi, maximum water absorption shall be 81.. Rs 12. The Contractor shall protect adjoining property, public rights-of-way, and the public Provide new brick only as required if existing units cannot be salvaged, to match from dust and construction hazards during the project. The Contractor size and shape of existing surrounding brick. Color shall be one shade darker than the existing brick in its present condition. 13. The Contractor shall secure all permits required in connection with the Work. The O cost of all permits shall be paid by the Contractor. e. Mortar for shall be ASTM C 270, type 0 but as modified as follows to obtain the ,-4-) required physical properties: 2 part cement, 1 part hydrated time, 9 parts bulked -+ 14. Review field conditions that differ from Contract Documents with Engineer prior to (damp) sand. Aggregates shall be selected to match the existing mortar. Contractor proceeding with work. In some instances, the full extent of repair or restoration work shall provide a test patch of finished pointing for approval by the Engineer. CSS cannot be determined until existing coverings have been removed. The Contractor xi shall plan ahead so that site visits and subsequent direction can proceed in a timely g. Grout for structural cracks that are too deep and narrow to conventionally point: fashion. 1 part Portland cement, 1 part hydrated time, and 3 parts to 5 parts fine sand to responsibility of the 15. Field dimensions and dimensional coordination shall be the res suit application. Minimum mixing water to suit injection or gravity placement. Add 1% P y grouting aid by weight of cement. Contractor. It is the intention of the contract that the completed profile and dimensions match existing profile and dimensions of exterior elements. h. Grouting aid: "Interplast-N" expanding / fluidifying grouting aid as manufactured by the 16. Sections and details apply to all similar conditions unless otherwise noted. Sika corporation of Lyndhurst, NJ. 17. Materials referred to on drawings and details are new unless noted as existing. Where i. Adhesive anchoring system for rods & bolts shall be Hilti Hitt" HY20 w/ screen tubes. work is described as "new" or "replacement" the contractor shall remove and legally j. Chemical cleaning agent: "sureclean 600" as manufactured by prosoco Corp. d x y dispose of existing material. 18. Restore any damage to building or site caused during construction to its condition 2. Patching Reconstruction Pointing of Masonry: prior to the start of construction. Contractor shall photographically document existing General Notes conditions and note areas of existing damage. a. Locally patch masonry as called for and/or required by the work using industry- standard methods and the materials specified herein. All Blends, textures and workmanship 19. Control noise. Contain all dust and legally dispose of all construction debris. shall match the colors, textures and workmanship of the work that is being repaired, patched or replicated to the satisfaction of the Engineer. S- 1 ST U(TU IS HAA b. Cut deteriorated mortar joints to a depth of not less than 2!4" x thier widths, or until 4. Wood construction is to conform to part ii "design specifications" as ore sound mortar is reached if deeper, & point w/ new mortar to match color, texture & published in the "timber construction manual" (aitc) and to "national design "MfMW profile of existing joints. specification for wood construction", latest editions. MM'M> P Fa 0e7u.eon C. STRUCTURAL STEEL 5. New lumber for structural use is to be surface dried and have a moisture 1. Structural steel work shall conform to "specification for structural steel buildings" (aisc content of not more than 19 percent. osd 1989), or load and resistance factor design (Irfd), latest edition; "code of standard 6. Structural lumber is to be identified by the grade mark of, or certificate of practice for steel buildings and bridges" ; and structural welding code — steel (ows d1.1). inspection issued by, a grading or inspection bureau or agency recognized as being competent. 2. Structural steel shall be new steel conforming to the following: Rolled steel shapes: A992 Grade 50 7. Structural lumber is to be visually stress—graded lumber in accordance with Plates Astm A36 the provisions of ostm designation d245-74, "methods for establishing Structural Pipes: Astm A53, Grade B structural grades and related allowable properties for visually graded lumber." Structural Tubes: Astm A500, Grade B Anchor Bolts: Astm A307 8. Wood is to be handled and covered to prevent damage and moisture High Strength Bolts: Astm A325 absorption from snow or rain. Welding Electrodes: Aws E60—xx, low hydrogen for existing steel Aws E70—xx for new metal E. FINISHED CARPENTRY, PLASTERWORK AND PAINTING CZ 3. Structural steel shall be detailed and, where required, designed in accordance with the 1. Perform all finished carpentry & plaster repair work in accordance with industry q) aisc specifications for structural steel buildings and the shop drafting manual, current standards and to the satisfaction of the Engineer. editions. 2. Save all moldings & re—installolong w/ matching plasterwork following completion 4. Bolted connections shall be made using 3/4" diameter (minimum) astm 0325 friction of structural repairs. type high strength bolts. Use short slotted horizontal holes in web of beam. CZ 5. Anchors embedded in masonry shall be ASTM A53 type 304 stainless steel, Threaded for its entire length. Cn 6. Welding shall be done by approved certified welders, and shall conform to the CZ american welding society code. See specifications. all fillet welds shall be made w with a return leg on the weld end. The minimum size of fillet welds shall be CU determined in accordance with paragraph j2.2b. of the aisc specifications for �+ structural steel buildings. CCS 7. Frames shall be set against full beds of non—shrink grout at bolted connections. O 8. Field cutting of structural steel or any field modifications to structural steel shall �i not be made without written approval by engineer for each specific case. 9. Structural steel framing shall be true and plumb before connections are finally CZ bolted or welded. 10. All structural steel shall have one shop—applied coat of rust—inhibitive primer D. WOOD FRAMING REQUIREMENTS: 1. Provide the following rough carpentry materials: Solid timbers shall be hem fir no. 2 or better with a minimum allowable compressive stress parallel to grain of 425 psi and a minimum elastic modulus a of 1,000,000 psi. 2. Provide standard galvanized metal connectors where appropriate for all flush framed beam and joist applications where needed per the direction of the o engineer. capacities shall he suitable for the member and span. General Notes 3. Unless otherwise noted, nail all framing in accordance with the boco building code and industry standards. — 1 D ST uGu lS MOT ro =01 m naw r�a y ,e mr�ns�a�er A A � A REBUILT RAKE JNDER SEPARATE CONTRACT) PATCH EXCAVATED HOLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ¢' CUT & REPOINT CRACKED JOINTS Ctj IN EXTERIOR MASONRY W G) P" (1 OF 3) IRON -BUTTONS- PAIN--- NOTE. BUTTONS"PAINTEDNOTE: BUTTONS TO BE 6" 0 "SMALL SPOKED" SEE DWG. S-3 FOR SECT. A-A TYPE W/ STD. FITTINGS AS SUPPLIED BY 'TONY REDGWICK PATTRESS PLATES" BURTON-UPON-TRENT, STRAFFORDSHIRE, UK/ TEL. 01283-56599 EXTERIOR ELEVATION OF EAST GABLE Ce We End S-2 ST UGU RS amacmON ZVOOM m mer N M/aN swx m anal m. . 7 w m� A NEW 8x8 MORTISED STRUT (I OF 3) CUT Q'S AROUND EXIST. PURLINS Ar A REMOVE EXIST. cz ^+ LATHE & PLASTER (1 OF 42) ADHESIVE FIELD-VERIFY THAT i LOCALLY AS ANCHORS TO BRICK WALL INCREMENTALLY REMOVE a cu EAVE-TIE DOES NOT iii NECESSARY (TIP.) \ ROTTEN EAVE-TIE TIMBER PASS THROUGH AND LOOSE BRICKS, CHIMNEYS REPLACE W/ BRICKWORK I I ' z I 0 0 I � L I I I I W ,� STAINLESS STEEL THRU— I I cz ROD FROM EXT. BUTTON x" I I (3—LOC'NS) I I I I I I ro NOTE. a q II INTERIOR ELEVATION OF EAST GABLE SECT Aae AG S-3 FOR a d Interior mevation Gable Snd S-3 ST UGUM HOW REPAIRED RAKE MASONRY (2) 44-0 LAG SCREWS INTO m" f REPAIRED RAKE RAFTER AVOID EXIST. PURIN (UNDER SEPARATE CONTRACT) ^� 1"x4"x4" BOLTED SOLID 8x8 TIMBER TO SIMPSON A60 STITCH R'S ® 24" O.C. ADJACENT TRUSS CHORD EA, SIDE (1 OF 14) -Y4-0 STAINLESS—ST EL ALL—THREADED RODS CORE—D LLED AND -� ADHESIVE—SET 10" INTO EXIST. BRICKWORK W/ SCREEN TUBE JL 6x6xM cz o (� BOLTS ON FAR SIDE W/ 6" STAGGER -- - 6'-6"t %4"0 THRU ROD W/ I— °o CLEVIS & 3/" NOW, c TURNBUCKLE INCREMENTALLY REMOVE ROTTENEQUAL cz c TIMBER & LOOSE BRICKS. R 1"x8" W/ HOR. Q) REPLACE W/ NEW BRICKWORK ° JL BOLD HOLES FOR z cz BOLTS ON FAR SIDE JL6x4xM W/ 6" STAGGER CUT PLASTER & FURRING FOR ACCESS, PATCH & PAINT PLASTER o TO MATCH EXIST. WORK CAST IRON "BUTTON" SSS ON OUTSIDE OF STRUCTURE 314" THREADED ROD 1"x4"x4" BOLTED STITCH IES ® 24" O.C. EXISTING VAULTED CEILING � a q SECTION A-A L L 4"t FURRING SPACE �� S-4 ST�U(TU��S NUAW CONSULTING October 20, 2004 ENGINEERS, INC. Hamilton Hall 9 Chestnut Street Salem, MA 01970 Fax: 978-744-0805 RECEIVED Attention: Mr. Stanley Szwartz OCT 2 6 204 Reference: Structural Condition of East Wall DEPT.OF PLANNING& COMMUNITY DEVELOPMENT Dear Mr. Szwartz: During the month of August we were asked to look at the conditions of Hamilton Hall's east rake and south eave, which had been exposed during a re-roofing project that was underway at the time. At the same time, we were made aware of a planar irregularity in what should otherwise be a flat wall at the Hall's east gable end. We then suggested that staging be erected to facilitate the inspection of the wall and to provide a working platform for repairs that were needed on the rake. Following staging installation, on Monday, September 27, we were able to access and closely examine the irregularity, and provide the following description as to the condition, how it came to be, and how it must be dealt with. As-built Wall Condition The east gable-end of Hamilton Hall is a three-wythe (3-brick layer) mass masonry wall, measuring 12" in nominal thickness. Bricks appear to be well. fired and relatively durable and the lime-based mortar has performed quite well over its nearly 200-year service life. There are several pockets and isolated cracks in the mortar joints as well as a few scattered spalled bricks. There are two S-shaped wrought iron dead ends for tie-rods that were added to physically restrain each gable end. These run to the interior truss structure of the roof. There are also wrought iron ties that anchor the tops of the side wall to the structure, similar in concept but not design. P.O. Box 8560 / 60 Washington Street, Suite 401 • Salem, :Massachusetts 01971 Voice (978) 745-6817 • Fax (978) 745-6067 www.structures-north.com Structures North Hamilton Hall October 20,2004 Salem,MA The otherwise solid wall is crossed by an 8" x 10" "eave-tie" timber that runs from eave to eave, only to be interrupted by two, symmetrically placed chimneys that ascend against the interior surface of the wall. This timber occupies the inner 8" of wall thickness, with the single nominal 4" exterior brick wythe running past it. This means that the timber was considered to be part of the vertical load-bearing structure of the wall. The rake at the top of this wall is of similarly constructed in that there is a timber rake-rafter that occupies the inner 8" of brick wall thickness. The projecting corbelled brick and modillions that defined the exterior of the rake was cantilevered outward by 8" with only 4" of counterweight. Wooden 2x4 nailers mortised into the rake rafters extended into the projecting brickwork and provided sheathing nailing and lateral tieing action to cornice. Unlike the "eave-tie" timber, the rake-rafters actually passes through the chimney construction with the chimney positively bearing on them. Although it seems intuitively strange for wooden timbers to be assumed to act harmoniously with brick masonry, Hamilton Hall was constructed during the late Federal period, wood was mixed with masonry in ways that have fortunately not been repeated. Wooden lintels were frequently used to support brick spans of many feet in length (we even encountered an 8-foot timber lintel supporting 1 Y2-stories of brick in Boston's north end) and wood was often buried in walls to act as furring. Deterioration and Displacement By the time of our involvement, the modillioned rake had been found to be unstable, and several of its bricks had fallen to the ground during roofing work. Substantial portions of the rake rafter's thickness had been consumed by wood rot fungus and needed to be addressed. Lower down on the wall, the bulge was found to actually be a gentle "S"- curve, with a maximum deviation of approximately 2" inward above the eave- line and 2" outward below the eave-line. We removed several bricks, directly in line with the eaves and encountered the buried eave tie. This timber was found to be rotted to the point that gentle hand pressure could remove large chunks of decomposed material. We encountered a cavity of approximately 2" between brick and the timber remnants and found that the timber had compressed vertically as it shed its share of the brick wall load to the remaining 4" veneer. Because of this, the majority if of the gable's 25,000 Ib weight can be assumed to land on the 4" veneer wythe, which is eccentric from the center of 2 Structures North Hamilton Hall October 20,2004 Salem,MA the wall. This eccentricity has created bending forces in the masonry and a tendency for the wall to buckle outward as it tries to collapse onto and compress the deteriorating eave-tie timber. Because of the lateral restraint that is provided above the eave-tie by the tie rods, the outward buckling has been limited to the area below the eave-tie, resulting in an outward 2" belly. Because of the wall's natural bending stiffness, the outward movement below the eave-tie combined with the lateral restraint above the eave-tie has forced the wall into an S-shape, causing a 2" inward movement above the eave-tie. The result is that we have 12" of masonry bearing on 4" masonry and a rotting mostly decomposed timber, making a 4" horizontal sweep over a four to five- foot vertical distance. While the chimneys offer some planar stability, the brickwork is clearly in immediate danger laterally buckling and the wall in eventual danger of collapse. Options for Immediate Stabilization and Permanent Repairs The required scope of repairs involves two discrete steps: (1) Immediate bracing and (2) permanent repairs. The nature of the bracing would depend on the nature of the permanent repairs. We see two options: Repair Option A- lf the wall is to be taken down and reconstructed, the standard immediate course of action would be to install removable timber donnage on the outside and inside surfaces of the wall, clamping against lateral buckling with drilled-through threaded rods that hold the timbers together. The upper masonry would then be removed down to the level of the lower bulge and then reconstructed in a planar fashion, this time without the embedded timber. Repair Option B- If the original gable is to be retained in its present, though non-planar form, the embedded timber would need to be removed along with all loose brick and replaced with brick (requiring temporary horizontal bracing and vertical support), and the 4" eccentricity within the wall construction would need to be resolved structurally (requiring permanent horizontal bracing). Because it preserves more of the historic fabric, we recommend Option B, retaining the original gable. 3 Structures North Hamilton Hall October 20,2004 Salem,MA Recommended Scope of Work We are currently developing drawings for the following scope of work: Step 1- Structural Bracing This will involve the placement of three vertical steel angle-braces against the inside face of the gable wall (inside the attic). These will have adjustable, field-bolted connections to allow them to conform to the irregular contours of the wall. The braces will incorporate partial depth adhesive anchors set into the masonry above and below the eave-tie to transfer a portion of the gable's weight around the rotten timber so that the timber can be safely removed and replaced with new brick. The braces will also be provide both temporary and permanent lateral bracing to the wall via through-wall rods that will be terminated in black- painted cast iron buttons mounted against the exterior (see attached cut sheets). While these will be the only permanently visible external change, the specific fittings should be unobtrusive while non-pretentiously period- appropriate. The installation of the attic bracing will require a relatively minor amount of temporary plaster removal within the vaulted portion of the ceiling over the east wall of the hall. It is our strong recommendation that this work be done immediately. This means that the Hall will need to self-fund of finance the work as there is in our opinion insufficient time to responsibly await the normal or even emergency MHC funding rounds. Step 2- Brickwork Repair Masonry repairs would consist of incrementally cutting and removing the eave-tie timber along with any loose bricks above or below the rotten member. Extreme care should be take not to disturb the remaining outer brick wythe during the work on the inside. Spot repointing and crack injection should be done on the outside, along with re-setting of any bricks that unavoidably loosen during the interior work. With the completion of "Step 1" work, "Step 2"/ Masonry work could be put off until supplementary funding becomes available, however, we would not 4 Structures North Hamilton Hall October 20,2004 Salem,MA recommend that this be delayed beyond next year's construction season, and the complete weather-protection should be maintained for this period. We trust that the above will be helpful in understanding the structural condition of Hamilton Hall's east wall. Please contact us if you have any questions or comments. We have included referenced photos and product data for your review. Respectfully yours, John M. Wathne, PE, President Structures North Consulting Engineers, Inc. CC: Jane Guy, Salem Historical Commission Paul Holtz, Massachusetts Historical Commission Jan DaSilva, Massachusetts Historical Commission 5 Structures North Hamilton Hall October 20,2004 Salem,MA A. .lry i _ � t East Wall, South End Condition- Note rotten rake rafter and eave-tie timbers exposed through removal of the cornice. Photo 1 Structures North Hamilton Hall October 20,2004 Salem,MA t - � t Al 4 4T. ilk a � n r R / if t'F f 1 r47 t- View from South End of East Wall- Note concavity at the upper portion of wall, bulge at the lower, "S"-shaped tie plates and excavated hole between them. Photo 2 Structures North Hamilton Hall October 20,2004 Salem,MA I ' jt mm I I �1l I " I - a 3 Excavated Hole- Note rotted eave-tie within wall construction revealed by hole excavation near center of wall. Photo 3 Structures North Hamilton Hall October 20,2004 Salem,MA w & W - � T J- r T Rotten Eave-Tie- Photograph taken from inside the excavated hole. Note the empty cavity around the severely decomposed timber- ten to twelve feet of masonry are supported above this cavity, which runs nearly the length of the wall. Photo 4 Structures North Hamilton Hall October 20,2004 Salem,MA e. - n � e s :n = r. Attic-Side of East Wall. South of North Chimney- Note the planar irregularity in the wall in this downward shot. The eave-tie appears to terminate against the side of the chimney making it ineffective as a tie member. Photo 5 Structures North Hamilton Hall October 20,2004 Salem,MA a �5r _ L-IMORLW Attic Side of East Gable- Note the inward drift at the top of the gable. To allow for installation of the steel braces, vertical slots will unfortunately need to be cut in the old furred wall system that predates the present Hall finishes. Photo 6 ST U(TU b hOTA CONEpLTIfl6 IXGiI'tIXRS.INC. W�MTOFfitea S!. Po N 80EMOP/ PB a1 EI1 ur'�i8iis�.EME 7 A A REBUILT RAKE UNDER SEPARATE CONTRACT) co PATCH N EXCAVATED HOLE - - - - - - - - - - - - - - - — — — — — — — — — - - - - - -- - - - - — — — CUT & REPOINT — CRACKED JOINTS co IN EXTERIOR MASONRY Q) cz cn (I OF 3) IRON "BUTTONS" PAINTED BLACK O - J Zf ti � z NOTE: BUTTONS TO BE 6" 0 "SMALL SPOKED" SEE DWG. S-3 FOR SECT. A—A IYPL W/ STD. FITTINGS AS SUPPLIED BY 'TONY REDGWICK PATTRESS PLATES", BURTON—UPON—TRENT, STRAFFORDSHIRE, UK/ TEL. 01283-56599 EXTERIOR ELEVATION OF EAST GABLE Exterior Elevation Gable End ,, S_ 1 CLCG`,ProjectsV2004V042217 Hamilton Hall Restoration\Strutt\S-1 Exterior Elevation Gable End.dwg, Interior, 10.''=/240'4 `_ '° 41 F'G+ � m Amo N m N m - - - - - - - - — - - a a y o 0m mo m ca vZi3 � mama AA " r, "' �g < P? r � z rrM P-1 'n "0x a � z LO z � .4 m � oa e � m � r WV n (n I z S-. Ornm y m m \ r'1 Z :-A (n nmz rr (n I o z to<'M A A E r P® n„ Hamilton Hall East Wall — Repairs 44,Fw o� a cmnnw:NW/&f Salem, MA � � gs d-, ST KTU RS hOPH coxsmmvc m+cw ,we ao reouxcfvh sr. REPAIRED RAKE MASONRY (2) 3/"0 LAG SCREWS INTO wmc n aawi REPAIRED RAKE RAFTER AVOID EXIST. PURIN >.�ae> (IJNDFR SEPARATE CONTRACT) \ rar v . IR 1"x4"X4 BOLTED SOLID 8x8 TIMBER TO SIMPSON A60 STITCH R'S ® 24" O.C. ro ADJACENT TRUSS CHORD EA, SIDE (1 OF 14) %4"0 STAINLESS-ST EL ALL-THREADED RODS CORE-D ILLED AND - ADHESIVE-SET 10" INTO EXIST. °j BRICKWORK W/ SCREEN TUBE T � JL 6x6xX ., s BOLTS ON FAR SIDE ° e W/ 6" STAGGER 6'-6"t 7'-9"f w 414"0 THRU ROD W/ CLEVIS & 3/4" NOM. X TURNBUCKLE w I INCREMENTALLY REMOVE ROTTENEQUAL c TIMBER & LOOSE BRICKS. o R 1'z8" W/ HOR. W in REPLACE W/ NEW BRICKWORK o �LD HOLES FOR i ° TS cz BOLTS ON FAR SIDE JL&44 W/ 6" STAGGER O CUT PLASTER & FURRING FOR ACCESS, PATCH & PAINT PLASTER CAST IRON "BUTTON" 70 MATCH EXIST. WORK cz z ON OUTSIDE OF STRUCTURE 3/4" THREADED ROD 1°x4"x4" BOLTED STITCH R'S ® 24" O.C. c c' k; - EXISTING VAULTED CEILING SECTION A—A a 1"—o" a s L 4"± FURRING SPACE Section 7f—, S-3 i ' V si • -- am Old- �= ...=.,ter; ✓ ` . —:__ - _ ,__. f I ItL I - I ( 1 . ,r1 / 4 �I.� lllill 11 u ' •� `• ,vi �-f 111 ., I I 1' a / lei, /r. ,_. _./1 I K'� bey r pp:11 ,Y. AM' VMS 1-4 e — a- r . u , + _ r *Op • � � 'fir'\ i N' j - I-- C 1 ; low I� ,i F I Y i � J � �1 i�11 � i a I ' ! t _ ) � �ZP1 «. �' C:, °G ±��...`. v �l�� a � �, �� _ � � �-T / 1#�� _rte j s y��) 5 � °'_ 4 / i � 4 �f � � �' � y� S { aF . � �� , � � � ,,� _ { � � _T e. a''l,r L I r1��i � � � :'f�'- I_ g •M1 fir.. _ )�. _ ______ F'. �-� a ��s S ' r�� J. �� a�s� �M1 f' � ')_ il( 1 Y � w j � �. - � f )._ �� ) � _ �y `— -i -- _ . '_ 1 - �� ' - � � - _ __ "� _ _ �� i� i -- -------- J1\ !61 ti q i 1594 � F• � . T ^4 iy p . Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)745-9595 EXT 311 FAX(978)740-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction 0Moving ❑ Reconstruction Alteration El Demolition Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, 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: 9 C hecmnt Street Name of Record Owner: Hamilton Hall Inc. Description of Work Proposed: Replacement of roofing with GAF Grand Slate Shingles in Bristol Gray. Removal of ice belts and snow,fences. Replace half-round gutters, rakes and copper ridge cap to replicate existing. Replace flashing with copper with flashing at chimney to be lead coated copper. Rebuild copper skylight to replicate existing. Dated: April 26, 2004 SALEM HISTORICAL COMMISSION ByE%� 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. 5 5 C C 3 z C (PROTECTION IN ATTIC) II i a q (REMOVAL5 8 5HEATHIN6 REPAIR) o (NEN 5HIN6LE5) &—cl n o-b n la w w w g 16 16 app 3 13 � 12 3 (GHE5TVT 51REET 5IDE) X41 y 5EE DRANIN6 A-lb i ROOF PLAN FOR KEY TO NUh18ER5. 5GALE: 3/32" = 1'-0" ROOF PLAN SCOPE OF WORK DATE 3/4/04 ROOFIN6 REPLACEMENT oRWNG NO. N HAMILTON HALL - la 9 s Ghe5tnut 5treet Salem, Mas. A 5TALEY MGDERMET A5506IATE5 SME 3/32.4-0- 90 0earkwm 5treet Salam,Masa.01910 998-145-4969 ,pg ND.:O� 5GOPE OF WORK KEY TO NUMBERS ON DRAWIN6 A-la I. PROTECT 5TORED MATERIALS AND EQUIPMENT (KITCHEN FANS) IN ATTIC. 2. PROVIDE STA61N6 AS REQUIRED ALON6 N d 5 EAVES AND AT E i W RAKES. ??PROVIDE 5TA6IN6 FOR AC'E55 AND SAFETY PROTECTION.?? 3. REMOVE METAL ICE BELTS AND SNOW GUARDS. INSTALL 6-0" GONGEALED ICE d WATER SHIELD. 4. REPLACE EXISTING 6UTTER5 WITH NEW HALF-ROUND, HUNS, COPPER 6UTTER5. 5. RE-U5E EXI5TIN6 DOWNSPOUT LEADERS?? AND 45!& ELBOWS??. RETAIN EXI5TIN6 DOWNSPOUT5. b. NORTH EAVE: REMOVE COPPER STRIP PRESENTLY HOLDIN6 BACK E06E OF GTITER. INVE5TI6ATE EXI5TIN6 GROWN MOULDIN6 EXPOSED BY REMOVAL OF COPPER REPAIR MOULDIN6 AS REQUIRED. IF NEGE55ARY AND IF APPROVED, REPLACE UNDER ALTERNATE NO. I. 1. EAST RAKE: REMOVE METAL "6RAVEL STOP" COVERING RAKE. INSTALL NEW RAKE FLA5HIN6 TO SECURE TOP OF EXISTING GROWN RAKE MOULDING. 8. VEST RAKE: REMOVE METAL "GRAVEL STOP' COVERIN6 RAKE E06E. REPAIR WEST RAKE MOULDIN6. 9. REMOVE EXISTING ROOFIN6 MATERIALS DOWN TO 5HEATHIN6 BOARDS. REPAIR 5HEATHIN6 UNDER UNIT PRICE. 10. INSTALL NEW COMPOSITION 5HIN6LE5. II. NEW CEDAR SHINGLE STARTER GOUR5E/DRIP ED6E AT EAVES. 12. REPLACE ALL CHIMNEY FLA5HIN6. 15. INSTALL NEW CRICKET FRAMIN6. 14. INSTALL NEW COPPER FLA5HIN6 ON TWO PLUMBING STACK VENTS. 15. RE-U15E ONE COPPER VENT FLA5HIN6. 16. REPLACE BASE FLA5HIN6 AT TWO BALLROOM VENTILATORS. 11. RE-U5E BASE FLASHING AT KITCHEN EXHAUST AND INTAKE. I8. RESTORE 5KYLI6HT. I9. INSTALL SCREENED OPENIN65 ON SIDES OF EACH BALLROOM V=NTILATOR, AS H16H AS P0551BLE IN ATTIC, TO PROVIDE ATTIC VENTILATION. 56OPE OF WORK KEY TO NUMBERS ON DRAWING A-la DATE 3/4/04 ROOFIN6 REPLACEMENT DRUM NO. HAMILTON HALL — lb _ I I„ G Ghestnut street Salem, Mass. A �J 5TALEY MGDERMET ASSOCIATES SU F• 392'=P-0' 30 Dearborn Street Salem,Mass.01-MO 918-145-4969 Mpg NO:Oai IN EXISTING SHEATHIN6 COMP051TION SHINGLES - S" EXP. MEMBRANE EAVE5 FLASHING FROM EDGE OF GROVIN CEDAR 5HIN6LE 5TARTER COURSE MOULDING UP ROOF 6-0 - 5� ROOFIN6 FELT ABOVE EAVE5 FLASHING EDGE OF GUTTER IMPORTANT: V2" BELOW PROJECTED AT THE EAVE, EACH LAYER OF ROOF LINE ROOFING MU5T OVERHAN6 THE LAYER EXI5TIN6 GROWN \\` OR ITEM BENEATH IT BYYa"• MOULDIN6 I.E., COMPOSITION SHINGLE MUST EXISTING FA56IA OVERHAN6 CEDAR STARTER COURSE BYYa, WHIGH MUST OVERHAN6 FACE EXI5TIN6 5OFFITT OF GROWN MOULDING BYY4". EAVE DETAIL WITH NEW CUTTER 5GALE: 11Y = 1'-0" CLIPS (® Ib") HOLDING OVERHANG FLASHING GOMP051TION 5HIN6LE5 RAKE FLASHING II t/4" I I�lI 2° APPROX. 7 m " MINV��- 77 7ARAKE FLASHIN6 5EGURED BY EXISTING GROWN GONTINJOUS CLIP,NAILED A- Ib" D.G. RAKE MOULDIN6 GUT OUT CLIP FACE TO EXI5TIN6 FA561A ACCOMMODATE NAILS. EXISTING 5OFFITT NOTE: PAINT FACE OF COPPER T I�,/ P, GL I P THE TRIM GOLOR 2 NEST RAKE DETAIL I N5TALLED 5GALE: 1Vi" = I'-0" NO SCALE 5OLDERED, TYP. COPPER GAP 5HIN6LE5 M EXISTING HEM OVER i�LU I I I N� VENT PIPE NAILS FFLLAS�HIN6 / 1/14 VENT DETAIL. SLEEVE NO 56ALE L005E LOCK EAVE, RAKE, i VENT DETAILS F'- 5HIN6LE5 (chestnut Street side) WE 3/4/04 ROOFIN6 REPLAGEMENT DRWNG NO. HAMILTON HALL /� _� 4 Ghestnut Street Salem, Mass. J 5IDE5 TO BE UPWARD HEMMED 5TALEY Mr-DERMET A5506IATES sone A6 NOTED AND SECURED WITH 2 GLIP5 EACH 51DE 50 Dearkwrn Street Salem,Mass. 01410 478-'I45-4964 JOB gyp_MM I/2" RAKE FLASHING NEW GLIP5(® I6`) HOLDING PROJECTION RAKE FLASHING COMPOSITION 5HIN6LE5 OVERHANG FLA5HIN6 V4" 10" EXI5TIN6 5HEATHIN6 NOTE: REMOVE METAL THAT 15 PRESENTLY (,OVERIN6 N RAKE NEW RAKE FLA5HIN6 5EGURED BY GONTINUOU5 20 OZ. CLIP, NAILED AT lb" OL. EXI5TIN6 BRIGK GORNIGE EA5TIN6 MOULDED BRIGK CORNIGE 5UPPORT5 NOTE: DO NOT PAINT FACE OF COPPER 777 2 �EAST RAKE DETAIL_ / ONE PIEGE GRICKET FLA5HIN6 ON 3/4' PLYWOOD BA5E 5EE DETAIL 12b FOR 51DE > FLA5HIN6 i3 NEN GH I MNEY GR I GKET A_ NO 5GALE RAKE d CHIMNEY DETAILS RM (Chestnut Street side) WE 5/4/04 ROOFING REPLACEMENT DRWNG NO. HAMILTON HALL -3 G Chestnut Street Salem, Mass. A 5TALEY McDERMET A550CIATE5 ME ASN01ED 50 Dearborn Street Salem,Maes. 01410 9T8-'145-4q69 jpg NO_pM5 STEPPED COPPER N. GOUNTERFLA51-1IN6 (U5E EXI5TIN6 RE6LETS) LEAD 1/2" WED6E 1/4" HOOK v COQ h NEST OR FIT HEM OF ONE PIECE INTO 1/2 TYP. HEM OF NEXT PIECE I/2" HEM, TYR BASE FLA5HIN6 PIEGE5, BETWEEN SHINGLES, D UP AT CHIMNEY MIN. 8° 2a GH I MNEY 5TEP FLA5H I N6 a_I 5GALE: 1I�' = I'-0" SEE DETAIL 9 OR 51DE FLASHING G R � PRON WOVEN F I ° HEMMED TURNED UP T CHI IN ED 50 TYPICAL PRON 5H LE5 ASE F 0 OFIN6 2b GH I MNEY APRON FLASH I N6 NO SCALE GHINEY FLASHING DETAILS REV_ (Ghe5tnut Street aide) DATE: 3/4/04 ROOFING REPLACEMENT DRUM NO. HAMILTON HALL -4 _ i1 9 Ghe5tnut Street Salem, Mass. A rt STALEY McDERMET A5500ATE5 sT : r� 50 Dearborn 5treet Salem,Moss.01470 918-"I45-4969 ,qg Ip_� 1. ., Jut i S I:F p �1.... It l 1 '+l d _,_ F �z ^ 4sY7«wA► .y� >T 1 a� J Lee's •' +,�-_ _ 1 SLATE �F $ VGNTIc.�'o2 Loo�rJG EAST S t yr� @ WF-ST EM o 5kja-A� " SSS . co r 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: ❑, 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: 9 Chestnut Street Name of Record Owner: Hamilton Hall Description of Work Proposed: Reconstruct base of rotted columns to replicate existing and repaint columns. No changes in color, material, design or outward appearance. Non-applicable due to being in kind maintenance. Dated: October 16, 2003 SALEM HISTO CAL COMMISSION By. _ is j 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 penuits or approvals) prig to commencing Nvolk. co r Irk M. Salem Historical Commission ONE SALEM GREEN,SALEM, MASSACHUSETTS 01970 (978) 745-9595 EXT.311 FAX(978)740-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction -A Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, 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: 9 Chestnut Street Name of Record Owner: Hamilton Hall, Inc. Description of Work Proposed: Installation of two galvanized sheet metal or black anodized pipes on south slope of roof(Broad Street elevation)per plan .submitted. The first pipe (intake) is 12"diameter x 12"tall set in line with the first pipe, 10 feet further east (toward Summer St). The second pipe (exhaust) is 12"diameter s 40"tall, setback 20'from Cambridgee St. side and 12'from the eave. Option to use capped pipe (preferred and conditional on fire department approval) or goose neck returns positioned so as to be least visible from Broad Street. Removal of door on second floor, Broad Street side, and file with face brick and mortar to match existing per plan submitted. Dated: January 7, 1999 SALEM HISTQRICAL COMMISSION By: _ c 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. r '.= k c ,Ss 1 rt 4 ` IF � 41% &M tela lot P-�Al; 112,E 9 C (n6?a Sl, k-oM l� 7 0 a� 'At ir!!_sat cc kl^ M 1 s a�'.t1�rC'.�4i .; �° •� �� a.�� •: � �; '�,: �•- V � Yy(�� .'y � � 1 ' ,t �,: F � � _ :y !! _ '..v� S ` '%j ` � i :,L �. .� z M __ I. y. �` a+ ' 1 �'- . , �` w. Z4 III Jul ej8' NAP ; (itip I l C� ( hej�rj Sl, (-y—b I ,...... \ � d� ,� Y .- s I ��s��s�1�r �I� _ ..:ftAl�l«�� Ep — -OW I " INV I— U p I'.I' K7 r7 ut W PLYWoOD 8'-8'cEluUa FL.-xa 8 STW--r P 'rs U.0SE OFF — -- — — — — — — sHAFr Y�T� DMD- /ILO �6 c LOCATE w STO_VF. rXHAUa 7 'r AIR WCT CLOSET) CONTINUING _ TO AT71G. I:XHAU57 A.K:� W MAKE UP AIR FANS ARE TO 555E L0CATc7 IN ATTIC AND P77U 1 EV 70 5EPARA�� WOOV RK FL-ASHC-)AW�F - KOOFII?b KEPA I R5 As REQUIRFR —9 11PT0 aTTtC. N"tl M i �b/1 , '� `I (hr ikn'J S X' >nLcouY i Sq 4A, • K K• /RPISEO OAK 7�1 / ARCNED C) � ��0 1 THIRD FLOOR NEW WORK THIRD FLOOR ATTIC AND ROOF Raise dumbwaiter to third floor and abandon in place. Salvage rails and all other apparatus,label,and store either in dumbwaiter space on third floor or in attic. Infill shaft with new floor at third floor two layers. ''/i' plywood on 2 x 8 joists at 16"o.c. Completely seal and firestop. Supply and exhaust ducts to be located m closets. Fire stop at floors and ceilings. Ducts will run through attic,where fans will be located. Provide supporting structure as required. Air exhaust and inta<e will exit separately through slate roof. Provide copper flashing and repair roof as required. GENERALN TES nspect the existing building and conditions prior to submitting bid the won.. No consideration vnll be given to any ola ita�eOrtlp9rt5 1 proper and thorough exami uilding, prior to submitting a bid,would have revealed. Fum install all labor, matenaIs, antl egwpment necessary and/or required to oclde completes Owner-&p =II aUgWaties having uarantee all work in writing for a period of one year from the daj-676f-- � ..[.we.., by the owner. I5 C $3 ti ti 03 � v uu11 t�1i II 0� T 1 I w_ o lt Y �JW�3 P—Te �pN SOIS Pte, In 3 w 1 �-; r •N ::';.of `y: x. - v 324 3t8 r > 310 1 m 314 43 STREET 33> 333 331 329� � 15 317 313 311 309 �144 J (� i� c Z"T co o r h � ry b 8 7n „! 3TR�ET 81 15 �\ 4 13 _ J I - rr- � L m, (V✓} ( � ! rim Oh)),' Q .M b0 Plticcs �r,rl ` . ! ,i o tih;ch .�;�rf till 14 12 i0 8 6 • I 0 Lk �wriS REET MC INTYRE !1I V1 11 ff�1 CC FOERLY CENTER I SJ- - J y SCALE: i" = H CEMETERY �c/y 1 F \ T 1 1 1 i t r 1 1 + c 1 f y :r F 1 • I' - / 1 SIS �` � 'w �• , i7. 1 _ j t • � C ht1�'nJ1- 5� Door �v► M � `1 h� � Iii■ � �-� C�� b, j� yc S lot v Nor 174 rlMovc iLl a (ley . Ph � ws - ► ZI � 1 � � i �o T Salem Historical Commission ONE SALEM GREEN, SALEM.MASSACHUSETTS 61)7) (978)7459595 EXT 311 FAX(978)740-04D4 CERTIFICATE OF NON-APPLICABILITY At 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: 9 Chestnut St. Name of Record Owner: Hamilton Hall. Inc. Description of Work Proposed: Repair right corner of pediment (Cambridge Street side) to replicate existing. No changes in calor, material, design or outward appearance. Non-applicable due to being inkind maintenance. Dated: .lulu 7. 1998 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. :' .*� aY ': � i ., 1 `r f r � ,.• �.� •,. �`�`' a �" 1 3'- a S t� w ` e. �- F( � :vGs � 43 v� ; .r A � Ca^. w u ; , •� s..�..— � � _ Ir 4d i iJ r �fL t / (I�i/h � � �n V!h �� °I C h �5 h�uL s� P _ � x 2 I' r n 1,CX ktrC t- � � 11rvy 49F commission ONE Sy EM GFEEN. SALEM MASSACHUSETTS 0137C .00817-5-9590 EXT. 311 FAX 5081 730-0404 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ❑ Reconstruction 72f-� Alteration ❑ Demolition ❑ Painting ❑ Signage ❑ Other work as described below will be appropriate to the preservation of said Historic District, 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: 9 Chestnut/? Cambridge St. Name of Record Owner: Hamilton Hall, Inc. Description of Work Proposed: Construction of handicapped ramp per drawings submitted, painted to match trim of house. Repair gate and rehinge to swing outward. Ramp appropriate due to being essentially non-visible. Dated: 6/6/96 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. ' �X `Town _ V 11211 ISSI0, nn * x - Boston Street 7 : _ ,, .t"•, . ��. � c i ��GJ ant to: Name /4�, n on . j r ' Original Use jyc2X. with the i side) Present Use y Present Owner ation Date �D Style C + z M -µ&' ? y Source of Date ZIjA /SSC -see `^s wn/City Architect �Cv✓ncµiC_ i//( `L� nJu. - - - - - - - - - - - - - - - - - - - - - =n,�4 �. wivLiiiviv: xcet a oou ruir Deteriorated Moved Altered IMPORTANCE of site to area: Great Little None SITE endangered by - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4. DESCRIPTION FOUNDATION/BASEMENT: High Regular Low Material: WALL COVER: Wood Bric Stone Other STORIES: 1 2© 4 CHIMNEYS: 1 2 3 Center�nd Cluster Elaborate Irregular i ATTACHMENTS: Wings Ell Shed Dependency Simple/Complex PORCHES.G1 2 3 4ortico Balcony Recessed ROOF; idge Gambrel Flat Hip Mansard er Cupola Dormer windows Balustrade Grillwork FACADE: Gable End: Front/Side Symmetrical/Asymmetrical Simple/Complex Ornament Entrance: ; F�t��% Centered Double Features: Windows: Spacing: qiegnlar Irregular Identical/Varied Corners: Plain Pilasters Quoins Obscured I. IC4,-Zl shn�ol raj Pr Cr:c`r'°° `na OUTBUILDINGS �Le? c. LANDSCAPING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5. indicate location of structure on map below 6. Footage of structure from street / — ' Property has --.7 " ' feet frontage on-street Recorder Lb l -- e--;ho For i Photo i I1 MAR 3 19 NOTE: Recorder sl{ould obtain written permission from Commission or sponsoring organi- zation before using this form. (See Reverse Side) FOR,V, FOR USE WITH IMPORTANT STRUCTURES (Indicate any interior features of note) Fireplace Stairway �e ciL-�c-e+-cc: �rw:✓a ,�cz.i r�t.y Other r Ca c! k Caz< c eco lJ GIVE A BRIEF DESCRIPTION OF HISTORIC IMPORTANCE OF SITE (Refer and elaborate on theme circled on front of form) Xse is /� OS� &' & 9b C> �, Tl� -Ju IW Os L - se-v- REFERENCE (Where was this information obtained? What book, records, etc.) %�GPIe/C l� &)FI4TEk Ni 7i�rJ 7c .0 aY •Ion ne jyF✓TirJtfdr ff fiaavh WItT 1✓ror ' (, XCi (Ua.yr ss�, 7P �ilpS, JpR"ES •b&Me1941 �7�fzz'i�uf�n 'J ° Tz 74 &¢ C/c yl;ar cot- gaaaqc 444 r . Sr.N� moo• � Xx v(� a�9) oZ o .13 -,?d � BIBLIOGRAPHY /7U uL� o�:ri.�s FGr'R vC, w GC'i c y ,�//it 1YI /-4 Original Owner: . Deed Information: Book Number Page Registry of Deeds l —f n � a L �i � ic�r•v i p a., i �(1 17 n � / A T I M ' I d -Y - .17r. GrovNd hv.4 S i �� 34 �k u9 r x ti �„ Sla6 �t 41 C „ to bel,^ate S��Poti- Detf1$ 19.iW0—IIh/•ro�n�. ,O'i- t-�e.+Jral I 1 Ra; 67 LxtT rn I h r ht l r rl CHC(�'h,/1- sZ, S`t -(exm P cur tti p, f,� rz.6t i 1'v ` XT � I II ,�. I J' �I � l� �� a � ;, �� .�J I �� ', , /�. I � '� 5 -� � v. ' � '� � � ! � � � � � � �- � ti ��; - ----- �: � .� , . S � � ,I \v �I . S I IIS � � _- i �., h-c h ro AIA 51, a Uhf �� 1 uM 47 /1 s � r �r _ � CSM hn �yr S� i i � hfY VtCv , CAI�-, ••WbLPrC lr � s � hk rhes . y I2ci (ti � l _ Vi ftv -j-U m r lU Che.fi(-n+/� �n Hill - tii iei m n r � m is I co�orrt� Salem Historical Commission CITY HALL, SALEM. MASS. 01970 �'A��IMM6 W�4Y CERTIFICATE OF APPROPRIATENESS It is hereby 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: 9 Chestnut St. Name of Record Owner: Hamilton Hall DESCRIPTION OF WORK PROPOSED: Attachment of sign as per drawing submitted to the bottom of the existing sign. Colors, lettering to match existing. 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: 2/2/95 SALEM HISTORICAL COMMISSION gyChairman 01/18/95 11:04 PAGE 02 I 1 Y � OI � f i III ti II � S a 3 I I i �. I m I ?4" 11i ft Salem Historical Commission CITY HALL. SALEM. MASS 0197. �'Af�WML fP�tY CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ] ; reconstruction [x ]; demolition [ ] ; moving [ ] ; alteration [ ] ; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . . . McIntire Historic District. (NAME OF HISTORIC DISTRICT) Address of Property: 9 Chestnut street Name of Record Owner: Hamilton Hall, Inc. DESCRIPTION OF WORK PROPOSED: Temporary removal of eagle. Option to either: 1. Affix the paint chips and apply a preservative; or 2. Restore eagle to original appearance. Work to be completed within one year. Non-applicable due to being inkind maintenance. 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 (MA. Gen. Law, Ch. 40C) and the Salem Historical Commission. Please be sure to obtain the appropriate permits from the Inspector of Buildings prior to commencing Dated: Oct. 21, 1992 SALEM HISTORICAL COMMISSION rG � Chairman e*,Cox Salem Historical Commission s •g CITY HALL. SALEM. MASS. 01970 r CERTIFICATE OF NON-APPLICABILITY It is hereby 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: 9 Chestnut St. Name of Record Owner: Hamilton Hall, Inc. DESCRIPTION OF WORK PROPOSED: Temporary exterior stairs as proposed to be installed each year no earlier than January 15, and to be removed each year no later than April 15. 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: February 11 , 1991 SALEM HISTORICAL COMMISSION Byr- Chairman t. g��1 ��a9/9/ ` 0\ cc: City Clerk Building Inspector CL`2v Salem Historical Commission CITY HALL. SALEM. MASS. J1970 745-9595, ext. 311 CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that. the proposed construction ( ) ; reconstruction ( ) ; demolition ( ) ; moving ( ) ; alteration ( ) ; painting (X ) ; sign or other appurtenant fixture ( ) work as described below in the . . . McIntire Historic District (NAME OF HISTORIC DISTRICT) Address of Property: 9 Chestnut St ./7 Cambridge St. Hamilton Hall Name of Record Owner: Hamilton Hall Associates DESCRIPTION OF WORK PROPOSED: Painting of trim & shutters to original colors: Trim - Moores Camel Beige CB-41 Shutters & Doors - Moore ' s Lafayette Green HC135 Metal Work - Black will be appropriate to the preservation of said Historic District, as per the requirements set forth in the Historic Districts' Act (Federal Laws, Ch. 40C) and the Salem Historical Commission. Dated: - f SALEM HISTORICA?L COMMISSION By 1 .hAAAf- n- td, Chairman P f � ,� �.�� e 1 '.� ' _ 's� �� ' .., ,. ,,, -,. i ��_� � . - 111. u all .. y.. 1 .} ■roc u. � n b hI 111 ter- 1 r .� .�C' m .n P✓oposecQ Ioccx- ,or, �or r(:)-; Zv-,,q 00,mbrid2e- C-'-- er)+Y-cLnce .J j4 oe n i l+-on H owl 1 7-680-611J! 6jnh 'LOLlI mjo __ �� _. � _ . ��-- �;. -L � � � .. � � � `� � _t - 1� r _�_ ' � �- rc ,1I V-1 9 ce r ()eH �n .D OD .p rn, .' s ,r � � .:.>'_ p :�-;�` �- _ � X11 y ; � �, x�lSki / rc) ilin9 Ott �riG1�} 6i de ) L�;gy-ew rr,l.t111JH•J:� O,WiZ a ® 1-1 A a lies M E'' j MFAso ONE r = n! i� ii View O� bl�1�o�� nc� - QQ,hn�pri do e S4--- Ei4'C".F.�b _.�c.� _..� � .1 .. A^r _ � �I _ ___ _ y -� ,� -- :� $� -- � :. <Y �3 Ex,t, (4-i -Na fQilin� a+ E?n+-rcin --e co T e S--r-,L. s 4' 86813suii gab=b11UH_� 6b66ZF r I i � � k a- 4?'aG3 ( crunTT4?� f9 i089 C � N d � D ' lot t IN ■not ■!m ■ Li 0, �a:: AM - y � � _ r1 1 Vie-"D (Dr S4Gwi . 66,66?t, CC: Building Inspector City Clerk � e �i FfIs�or�c�f CC L11M[ (�cfO�I �� O•G GTv HALL. SALEM. MA55. 01e7c CERTIFICATE OF APPROPRIATENESS It is hereby certified that the Salem Historical Commission has determined that the proposed construction [ ] ; reconstruction [x]; demolition [ ] ; moving [ ] ; alteration [ ] ; painting [ ]; sign or other appurtenant fixture [ ] work as described below in the . McIntire Historic District. (NAME OF HISTORIC DISTRICT) Address of Property: 9 Chestnut Street - Hamilton Hail Name of Record Owner: Hamilton Hall Inc (Faith-Anna gratmex-- Mauagax) DESCRIPTION OF WORK PROPOSED: Raise rear portion of fence abutting 9 Cambridge Street to a height of 6 feet (approximately 40' of new fencing) . New fence will be capped flat board, same as existing, but taller. 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: Sentember 17. 1985 SALEM HISTORICAL COMMISSION By�firu e- SZ Chairman 4 a 1 ' y vi Pur y �e �7f�e 9 �/-)I//z 7611 1i-ll>,�z z r ;ey Wit aX + .,4 titi 1 4S i IF a F �µ —AMPP10 l' c\ r 1 i 1 N �"�_ _ _ .� 1. _ •q wY i. na T+� 5 :ice 'M .1�' _ 1 s .�� ti. r� J �' �v� � .�� r ,y iR W b� 1 � �'` � .,� � '� ' � s ti ;,�. -" �f � , �_ ��_ ,' d r� . t �:1 i� ,�� I e. 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