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2021.10.26_CD_DRAWING_SET_Wed_Nov_24_2021_14-18-40HAMILTON HALL EXTERIOR PRESERVATION - MPPF ROUND 279 Chestnut Street, Salem, MA 01970CD REVIEW SET OCT. 26, 2021PROJECT TEAM:ARCHITECT:SPENCER PRESERVATION GROUP41 VALLEY ROAD, SUITE 211BNAHANT, MA 01908(617) 227-2675www.SpencerPreservationGroup.comARCHITECTURALA-0TITLE SHEETA-01GENERAL NOTESA-1 SITE PLANA-2 NORTH & WEST ELEVATIONSA-3 SOUTH & WEST ELEVATIONSA-4 PORTICO ROOF PLANA-5DETAILSDRAWING INDEX:CAMBRIDGE ST.CHESTNUT ST.9 CHESTNUT ST.AERIAL MAPTITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:09 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-0TITLE SHEETLANDSCAPE ARCHITECT:MARC MAZZARELLI ASSOCIATES284 CONCORD AVE.CAMBRIDGE, MA 02138(617) 227-2312LANDSCAPEL-1SITE PREPARATION PLANL-2 LAYOUT & MATERIALS PLANL-3 GRADING PLANL-4 DETAILSL-5DETECTABLE WARNING PANELSL-6NOTES TITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:09 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-01GENERAL NOTES1. THE CONTRACTOR SHALL SECURE AND CONTROL ACCESS TO WORK AREA.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A WEATHER-TIGHT AND SECURE BUILDING AT ALL TIMES. CONTRACTOR SHALL REPAIR ANY INTERIOR DAMAGE CAUSED BY AFAILURE TO MAINTAIN A WEATHER-TIGHT STRUCTURE.3. THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY EXAMINE AND BECOME FAMILIAR WITH EXISTING CONDITIONS, INCLUDING DELIVERY AND REMOVAL OF MATERIAL TO ANDFROM THE SITE.4. THE CONTRACTOR SHALL PROTECT ADJOINING PROPERTY, PUBLIC RIGHT-OF-WAY, AND THE PUBLIC FROM DUST AND CONSTRUCTION HAZARDS DURING THE PROJECT. THE CONTRACTORSHALL PROVIDE, INSTALL, AND MAINTAIN PROTECTION BARRIERS TO ENSURE PUBLIC SAFETY.5. THE BUILDING WILL BE OCCUPIED DURING THE WORK OF THIS CONTRACT.6. THE CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK.7. WORK DESCRIBED IN EITHER DRAWINGS OR SPECIFICATIONS SHALL BE CONSIDERED PART OF THIS CONTRACT.8. REVIEW FIELD CONDITIONS THAT DIFFER FROM CONTRACT DOCUMENTS WITH ARCHITECT PRIOR TO PROCEEDING WITH WORK. IN SOME INSTANCES, THE FULL EXTENT OF REPAIR ORRESTORATION WORK CANNOT BE DETERMINED UNTIL EXISTING COVERINGS HAVE BEEN REMOVED. THE CONTRACTOR SHALL PLAN SO THAT SITE VISITS AND SUBSEQUENT DIRECTIONCAN PROCEED IN A TIMELY FASHION.9. FIELD DIMENSIONS AND DIMENSIONAL COORDINATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE INTENTION OF THE CONTRACT THAT THE COMPLETED PROFILESAND DIMENSIONS MATCH EXISTING PROFILES AND DIMENSIONS OF EXTERIOR ELEMENTS UNLESS OTHERWISE NOTED.10. SECTIONS AND DETAILS APPLY TO ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.11. MATERIALS REFERRED TO ON DRAWINGS AND DETAILS ARE NEW UNLESS NOTED AS EXISTING. WHERE WORK IS DESCRIBED AS 'NEW' OR 'REPLACEMENT', THE CONTRACTOR SHALLREMOVE AND LEGALLY DISPOSE OF EXISTING MATERIAL.12. RESTORE ANY AND ALL DAMAGE TO BUILDING OR SITE CAUSED DURING CONSTRUCTION TO ITS CONDITION PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALLPHOTOGRAPHICALLY DOCUMENT EXISTING CONDITIONS AND NOTE AREAS OF EXISTING DAMAGE PRIOR TO START OF WORK.13. CONTROL NOISE. CONTAIN ALL DUST AND LEGALLY DISPOSE OF ALL CONSTRUCTION DEBRIS.14. DO NOT SCALE THE DRAWINGS. IF CRITICAL DIMENSIONS ARE MISSING FROM THE DRAWINGS, CONTACT THE ARCHITECT FOR CLARIFICATION.15. ALLOWABLE WORK HOURS WILL BE 7:30 AM - 5:30 PM, MONDAY - FRIDAY.16. AT THE COMPLETION OF ALL WORK, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIAL, AND REPAIR DAMAGED CAUSED TO THE SITE DURING CONSTRUCTION.COORDINATE WITH COMMUNITY EVENTS.17. "REQUESTS FOR INFORMATION" - RFIs, ARE A NORMAL AND EXPECTED PART OF THE CONSTRUCTION PROCESS. IN SUBMITTING AN RFI, THE CONTRACTOR SHALL ALSO SUBMIT ARECOMMENDED DETAIL OR SOLUTION. THE CONTRACTOR SHALL ALSO INDICATE IF THE CONTRACTOR FEELS THAT THE RECOMMENDED DETAIL OR SOLUTION IS A PROPOSEDINCREASE-TO OR DEDUCTION-FROM THE CONTRACT SUM.GENERAL NOTES: 01SITE PLANNOT TO SCALEREPLACE EXISTINGDOWNSPOUT WITH NEWCOPPER DOWNSPOUTAT THIS LOCATION.NEW 4" PVC DRAINNEW DOWNSPOUTREMOVE EXISTINGBRICK PAVING.PREPARE NEW SETTINGBED AND RESET BRICKPAVERS TO CORRECTUNEVEN SURFACE.TITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:10 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-1SITE PLANNEW DOWNSPOUTREPLACE EXISTINGPORTICO ROOF WITHNEW COPPER FLATSEAMED ROOF. 01NORTH ELEVATION3/32" = 1'-0"REPLACE EXISTINGPORTICO ROOF02WEST ELEVATION3/32" = 1'-0"ALTERNATE 2: REPLACE EXISTING GUTTER WITH NEW 20 OZ. COPPER GUTTERALTERNATE 2: REPLACEEXISTING DOWNSPOUTSWITH NEW 20 OZ. COPPER DOWNSPOUTSALTERNATE 1:CLEAN MASONRY TO REMOVE ORGANIC GROWTH.SELECTIVELY REPOINT DETERIORATED MORTAR JOINTSINSTALL NEW 20 OZ.COPPER GUTTERS &DOWNSPOUTS ATTHESE LOCATIONS.TITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:10 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-2NORTH & WESTREPLACE EXISTINGCOPPERCOUNTERFLASHING W/NEW 20 OZ. COPPERCOUNTERFLASHINGKEY:HATCHED AREA INDICATES MASONRYTO BE CLEANED TO REMOVEORGANIC GROWTH WITH SELECTIVEREPOINTING AT DETERIORATEDMORTAR JOINTS (ALTERNATE 1). 03SOUTH ELEVATION3/32" = 1'-0"04EAST ELEVATION3/32" = 1'-0"ALTERNATE 2: REPLACE EXISTING GUTTER WITH NEW 20 OZ. COPPER GUTTER. REPLACE DOWNSPOUT WITH NEW 20 OZ. COPPERDOWNSPOUTREPLACE EXISTING DOWNSPOUT WITH NEW 20 OZ. COPPER DOWNSPOUTBASE BID WORKALTERNATE 1:CLEAN MASONRY TO REMOVE ORGANIC GROWTH.SELECTIVELY REPOINT DETERIORATED MORTAR JOINTS (INSHADED AREAS).TITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:10 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-3SOUTH & EASTKEY:HATCHED AREA INDICATES MASONRYTO BE CLEANED TO REMOVEORGANIC GROWTH WITH SELECTIVEREPOINTING AT DETERIORATEDMORTAR JOINTS (ALTERNATE 1). PITCHPITCHPITCH01PORTICO ROOF PLAN1/2" = 1'-0"TITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:10 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-4PORTICO ROOF PLANAPPROXIMATE PANEL LAYOUTFLAGPOLE SHOWN DASHED1/8" X 1" COPPER GUTTER HANGERS24" O.C.SOLDER 20 OUNCE COPPERSTRAP COVERS AT EACH STRAPREMOVE & REINSTALL FLAG MOUNTING PLATEREPLACE EXISTING COPPER ROOF WITH NEW20 OUNCE FLAT SEAMED COPPER ROOF.SOLDER ALL SEAMS.4'-6"2A-51A-515'-8"NEW DOWNSPOUTNEW DOWNSPOUT 01SECTION DETAIL AT COUNTER FLASHING3" = 1'-0"TITLE:SHEET:PROJECT:OWNER:STATUS:OUTPUT:HAMILTON HALLEXTERIOR PRESERVATION9 Chestnut StreetSalem, MA 01970#0000NEWOLD10/26/202100PLOT SIZE: ANSI A (8.50 x 11.00 Inches) | PLOT STYLE: ---- | PLOT DATE: 10/15/2021 5:10 PM | PLOTTER: None SEAL:41 Valley Road | Suite 211BNahant, MA 01908(617) 227-2675www.SpencerPreservationGroup.com‹6SHQFHU3UHVHUYDWLRQ*URXS,QFA-5DETAILSROSIN PAPER02SECTION DETAIL AT GUTTER3" = 1'-0"ICE & WATER SHIELD4" MIN. (VARIES)EXIST. MORTAR JOINTLEAD WEDGESEXIST. BRICKREPLACE EXISTINGCOPPER ROOF WITHNEW 20 OUNCEFLAT-SEAMED COPPERROOFSEALANT20 OZ. COPPERCOUNTER FLASHING3/8" DIA. COPPER ROD1 3/4" DIA. 20 0Z. COPPERDOWNSPOUT20 0Z. COPPER GUTTERREPLACING EXISTINGWOOD GUTTER3 1/2" 11 4"REPLACE EXISTING WOOD BED(3/4" X 3/4")1/8" X 1" COPPER BARS @ 24" O.C.1/8' X 1" CONTINUOUSCOPPER STIFFENER BAR20 OZ. COPPER FLAT SEAMEDSOLDERED ROOF3"514"3/4"20 OZ. COPPER CAPSSOLDERED OVER EACH BARSOLDER ALL JOINTS Cambridge StreetSite ImprovementsHamilton Hall9 Chestnut StreetSalem, MassachusettsConstructionConstruction DocumentsDocumentsOctober 26, 2021Site PreparationPlanL-11/8”=1’-0”0’8’16’ Cambridge StreetSite ImprovementsHamilton Hall9 Chestnut StreetSalem, MassachusettsConstructionConstruction DocumentsDocumentsOctober 26, 2021Layout & MaterialsPlanL-21/8”=1’-0”0’8’16’ Cambridge StreetSite ImprovementsHamilton Hall9 Chestnut StreetSalem, MassachusettsConstructionConstruction DocumentsDocumentsOctober 26, 2021Grading PlanL-31/8”=1’-0”0’8’16’ Cambridge StreetSite ImprovementsHamilton Hall9 Chestnut StreetSalem, MassachusettsConstructionConstruction DocumentsDocumentsOctober 26, 2021DetailsL-4Asphalt pavementnot to scale1Granite curb not to scale2Brick paversnot to scale3Granite window wellnot to scale4 Cambridge StreetSite ImprovementsHamilton Hall9 Chestnut StreetSalem, MassachusettsConstructionConstruction DocumentsDocumentsOctober 26, 2021Detectable WarningPanelsL-5Steel detectable warning panel1 Cambridge StreetSite ImprovementsHamilton Hall9 Chestnut StreetSalem, MassachusettsConstructionConstruction DocumentsDocumentsOctober 26, 2021NotesL-6General Notes 1.MOBILIZATION/DIG SAFE: Contractor to confirm and mark on the site with painted lines all existingunderground utility lines and report any discrepancies that impact the design prior to any excavations.Contractor to install 6’ high, chain link construction fence at perimeter of work areas as required by City andor client for safety.2.MATERIAL REMOVALS/STOCKPILING: Contractor to remove, clean and stockpile existing bricks andgranite curbing as indicated on the plans. Contractor to number granite curb pieces for re-setting in-kind.Contractor to separate the two different types of existing bricks and stockpile for re-setting.3.TREE PROTECTION: Contractor to coordinate with the City’s arborist for the protection and care of theexisting honey locust tree along the sidewalk. Protection measures may include fencing and handexcavation of soils around the tree.4.DRAINAGE: Contractor to provide estimated cost to connect existing and new building/housedownspouts as shown on the plans. Pipe sizing and specifications to be provided by civil engineer - TBD.Pipe connection approvals to be determined by the City of Salem.5.BRICK PAVERS: Contractor to re-install brick pavers from stockpile. Bricks to be separated by type andpower washed cleaned for re-setting per the detail.6.RESET GRANITE CURBING: Contractor to re-install granite curb pieces from stockpile in-kind. Curbs to benumbered and power washed cleaned for re-setting.7.NEW GRANITE CURB: Contractor to furnish and install (1) new 8’’ wide granite curb piece to infill forremoved section along street. Top of replacement granite curbing piece to have a thermal finish on the topside. Color: gray- to match existing curb stones. Joints to be mortared. Shop drawings and granite samplerequired for approval.8.GRANITE WINDOW WELLS: Contractor to furnish and install new granite window well stones per thedetail on L-4. Granite to have a thermal finish on all exposed sides. Granite joints to be mortared. Cutstones to fit as required. (4) Pieces total with mitered corners. Match gray color of curb granite. Shopdrawings required for approval.9.RIVER STONE SUBMITTALS: Contractor to furnish and install new river stones in window wells. Stonesamples required for approval. River stone material to be washed 2’’-3’’ smooth rounded. Color: Blue/Gray.Base of window wells to have soil separator filter fabric under river stones.10.STEEL EDGING: Contractor to furnish and install new DURA-EDGE, or approved equal, 3/16’’ thickSteel edging. Color: Black. Steel edging to be used against outside edge of brick at neighbor’s gatetransition to rear alley access.11.NEW PLANT BED: Contractor to excavate and loam new plant bed as indicated on the plans. Plantbed/loam depth = 2’-0’’.12.MULCH: New mulch for plant beds and under existing honey locust tree to be shredded pine/sprucemixture. Sample bag of mulch material to be approved.13.FENCE GATE: Contractor to reverse fence gate swing at ramp and paint/repair/replace hinge or latchhardware as required.14: STEEL DETECTABLE WARNING PANELS: Contractor to furnish and install new detectable warning panels at new curb ramp as shown on the plans. Panels to be approved by Salem Historical prior to ordering and installation. 15. PORTICO STEP JOINTS: Contractor to repair existing joints at entrance portico steps with mortar. Mortarcolor to be approved by architect.16. ASPHALT PAVEMENT: Contractor to saw cut and remove asphalt pavement to reset granite curbing.Contractor to coordinate work with City DPW prior to any excavations.