bkh – kelley house hotel - martha's vineyard commission

— 39 West 38th Street, 7th Floor New York, NY 10018 212 273 9712 — workshopapd.com

WORKSHOP/APD 1 of 5

BKH – Kelley House Hotel V.2021.12.10

Date: December 10, 2021

Project: Kelley House Hotel

Project Number: BKH 320032

Location: Edgartown, MA

Subject: MVC – Martha’s Vineyard Commissions Staff Questions Round 2

Dear Alex Elvin (DRI Coordinator) and the Staff of the Martha’s Vineyard Commission (MVC),

Please find below and attached our responses to your question provided on 12/01/21 following our

initial round of requests for clarification and our initial discussions of our original referral and

project presentation. Hopefully these responses and the supplemental materials provided are

sufficient for your staff to schedule our first meeting with the LUPC on 12/20.

Questions received 12/01/2021

1. The attached projections from the Coastal Flood Risk Model show the annual probability of

flooding at the site at present, and in 2030, 2050, and 2070. Please provide at least one or

two options for how you plan to address these scenarios in terms of floodplain construction

using industry best practices.

We have reviewed the commentary and information provided by MVC Climate

Change Planner, Liz Durkee as well as the projections and supporting

documentation from the Massachusetts coastal flood risk model. Our plan based on

this information would be to implement a targeted approach to flood resistant

upgrades and modifications addressing the 4 buildings with a >50% risk of flooding

by 2050 per the provided "Massachusetts coastal flood risk model". These structures include Edgar, Garden House, Wheel House and Carriage house.

This approach would include but not necessarily be limited to:

a. Verification of structural integrity of existing foundations based on calculated

loads imposed by flood waters and wave action within the VE zone. This would

be performed by a structural engineer specializing in coastal floor hazard areas.

If repairs or upgrades are required to provide suitable resistance to wave action

or hydraulic pressure, flood proof materials will be utilized where new material is

required.

b. Installation of flood vents within the existing and new foundations and grade

walls to sufficiently allow the passage of flood waters during a flood event while

relieving imposed hydrostatic pressure on the foundation walls in accordance

with state and federal guidelines.

2. On the drainage plan, please specify the location and capacity of any proposed stormwater

pipes.

Please refer to the updated Proposed Drainage Plan (Attachment 2: S410 Proposed

Drainage Plan). The Proposed Drainage Plan specifies the size and locations of

drainage pipes. The Notes Section in the Proposed Drainage Plan calls for 6” HPDE

or PVC pipes everywhere except where otherwise noted.

WORKSHOP/APD 2 OF 5

3. Please indicate which of the buildings on the property has a basement, and whether the

basement could potentially serve as a stormwater holding tank, or to otherwise mitigate

flooding.

There is a partial basement under the Kelley House. The other buildings have either

crawl space or slab foundations. We are not using basements for storage capacity.

All stormwater management is handled through infrastructure as noted on the

Proposed Drainage Plan (Attachment 2: S410 Proposed Drainage Plan) and the

Construction Details (Attachment 3: S410 Const Details).

4. How will you address the possible need to evacuate during storms? The Commission may

ask to see written procedures for how guests and employees will be notified and/or

required to evacuate during a major storm.

The safety of both guests and the operations team is our top priority. Attached,

please find the SOP’s (Attachment 1: Emergency SOP) that are in place as they

relate to storms. Through our property management software, we have the

capability of distributing mass emails/texts notifying guests of emergency

evacuation and the immediate action that needs to take place. Moreover, we use

the SLACK technology platform to communicate amongst staff.

Of note, for flooding/storm evacuation, the designated location for guests and

team members is the Newes of America as it is the highest point above the

waterfront. The secondary meeting location is the Court House building located on

North Water Street under the covered porch. If this location is compromised, the

third emergency meeting location is the Winter Street Parking lot as it is a central

location for guests/staff to wait.

Our operations team members will have designated roles in the event an emergency

evacuation is required. Such roles will consist of, but are not limited to, Shuttle

Drivers who will drive guests from the hotel to the ferry terminals and airports, Ride

Coordinators who will oversee shuttle pick-up locations as well as source alternative

methods of transportation while shuttles are full and/or in transit via

taxi/Uber/VTA, Property Navigators who will flank the campus to assist with

shepherding guests to the predetermined pick-up locations, and House Expeditors

whose role will be to see that each building is fully evacuated and are available to

assist guests with their belongings. As the hotel works through the evacuation

process, the senior operations team will send off their subordinates in order to

perform a final walk through and lockdown of the property before departing the

property themselves, for evacuation.

The specific details and guidelines for each of these roles is to be fully defined and

outlined by the attached SOP (Attachment 1: Emergency SOP).

5. Please provide the anticipated daily hours of operation for all business uses on the site.

Please note that the listed hours of operation assume the hotel has sufficient

employment to operate at full capacity.

Projected Operating Hours:

WORKSHOP/APD 3 OF 5

Garden House Lobby: Staffed seven days per week, 24 hours per day

Newes from America: 6 days per week for lunch and dinner service, 12PM -

12AM (open year-round)

Pelican Club: Seasonally (Memorial Day Weekend - October 31st) 6 days per

week for lunch and dinner from 12PM - 12AM

Pool Shack: Breakfast & Lunch Service (Seasonally)

6. Please provide documentation that the current employee housing is only used for 10 weeks

per year.

We do not have documentation showing this, nor are we attesting that none of the

employee housing is used outside of those ten weeks. The employee housing is

maxed out during the peak of the season but employment ramps up from before

Memorial Weekend and starts tapering off in September (although the season lasts

through October 31st). We currently have three employees that use employee

housing year-round.

7. Please clarify how many current and projected employees will be employed year-round.

There are currently 31 year-round employees and project that to increase by ~4

following the project's completion for a total of 35 year-round employees.

Current Peak Season 83 employees: Restaurant(s) employs 48 people, hotel

employs 28 people, and seven managers

Current Year Round 31 employees: Restaurant employs 17 people year-round,

hotel employees 10, and 4 managers

8. Where will the proposed shuttles for guests and employees be kept when not in use during

the day and night? How many shuttles would there be, and how often would they run?

The final number of shuttles is still being determined, pending the outcome of the

approvals process as it will be dictated by what scope of construction is allowable,

but our intention is to offer one to two shuttles.

When these shuttles are not in use, they will be parked at our off-site parking lot

located on Winter Street.

9. Is the project currently scheduled for further review by the town wastewater department?

The MVC will likely need further indication from the town as to whether the increased flow

will be approved. (This could take the form of a conditional approval, as has been the case

for some other projects before the MVC).

Yes, the Kelley House had two preliminary meetings with the Wastewater

Commissioners which are not inclined to allow an increase in sewage flows. The

Kelley House Project as currently proposed will not result in an increase of sewage

flows. A hearing with the Wastewater Department is tentatively scheduled for

December. We will be providing additional information on the Existing and Proposed

Sewage Flows.

10. We understand the reinforced turf proposal has been abandoned, but has the team

considered more traditional turfstone pavers instead?

Blue Flag is willing to consider any material proposed by the MVC or Council of

Aging, to determine the optimal solution - pending it fits within the project budget.

WORKSHOP/APD 4 OF 5

It has been our understanding that the preference was to use the same or similar

material that is currently in place. Of note, the traditional turfstone pavers are not

fully permeable and as having a pervious service here is of great importance, we

originally did not think turfstone pavers were appropriate.

11. Please provide an updated MVC Referral Set for the Edgar building.

Please refer to Attachment 4: Edgar MVC Referral Set, dated 2021.12.08.

The following is a summary of a discussion with Alex Elvin (MVC) and Michael Luft-Weissberg

(MLW) on Thursday, 12/09.

• MVC: Update the seat count table (in presentation) to account for Edgar

MLW: All of the site plan drawings are being resubmitted and we are submitting a new

Edgar set.

• MVC: KH – guest rooms in cover letter is 17, but in presentation is 20

MLW: KH – guest room count is 19, and a total of 75.

• MVC: Are they sliding doors proposed for carriage house?

MLW: There is one active leaf, and all the others slide to one side.

• MVC: What does limited capacity mean for the hotel in winter?

MLW: There will be a partial shutdown plan for the campus with guestrooms limited to the

1742 and Garden House buildings with restaurants and amenity spaces remaining open

during the winter.

• MVC: Offsite energy mitigation?

MLW: We will look into it.

• MVC: The parking spaces table does not match the site plan – does the 34 spots include

COA spaces?

MLW: Metrics have been included on the new plan.

• MVC: Plan for COA parking during construction

MLW: We’re not sure at the moment but believe it will be the same 11 spots.

• MVC: What is the service area north of the commons (site plan)

MLW: This area is for deliveries and is an existing use.

• MVC: Edgar is location of proposed Edgar hotel/restaurant? Same owners as on upper

main?

MLW: The building is currently called Edgar; it is not part of the Edgar Hotel.

• MVC: Impervious surface figures do not line up

MLW: There are updated calculations on the civil drawings.

WORKSHOP/APD 5 OF 5

• MVC: Update all plans and materials as needed – Edgar, seat counts, parking spaces, etc.

MLW: Updated Edgar plans, site plans, and seat counts will be submitted.

• MVC: Lighting plan with fixture types – any exterior lighting.

MLW: Please refer to the planting package.

• MVC: Existing and proposed SF for each building

MLW: Existing and proposed square footages for each building were provided in the initial

application.

• MVC: No changes proposed for Wheel House?

MLW: There are no proposed changes to Wheel House, only repairs and cosmetic changes

to the interior. This is the same scope for the other cottages.

• MVC: Is refusal letter issued by town?

MLW: We are in the process of clarifying how it would happen. The refusal letter will come

from Reade.

• MVC: Will existing outdoor bar be removed?

MLW: The existing Pelican Club bar will stay and be expanded. This is shown on the new

Edgar MVC Referral Set.

Thank you for your review and please let us know at any time if you have follow-up questions.

Brad Guidi Blue Flag Group, Managing Partner

Michael Luft-Weissberg, AIA Workshop APD, Managing Director – Associate

George Sourati Sourati Engineering

Geoff Caraboolad Metric

Jay Ieradi AKF Group

1

HURRICANE READINESS PLAN

PURPOSE

The purpose of this Hurricane Readiness Plan is to provide employees with a basic understanding of

hurricane preparedness and the specific steps that should be taken and implemented in the event of a tropical

storm or hurricane.

BACKGROUND

With respect to Hotels located in at risk areas, it is important for employees to be prepared for hurricane

season. The Atlantic hurricane season is June 1 through November 30 each year and there are 4 levels of

storm categories typically used to describe storms:

1. Tropical Disturbance: No strong winds, a common phenomenon in the tropics.

2. Tropical Depression: Highest wind speed 39 miles per hour.

3. Tropical Storm: Highest wind speed 73 miles per hour.

4. Hurricane: Wind speed 74 miles per hour and higher. Hurricane warnings are seldom issued more

than 25 hours in advance. When the hurricane warning is issued, all precautions should be taken

immediately. If the hurricane’s path is unusual or erratic, the warnings may be issued only a few

hours before the beginning of hurricane conditions. Precautionary actions should begin as soon as

a hurricane warning is announced.

RESOURCES

● Guest Communication Documents - For sample notices and letters to guests related to hurricane

preparedness and evacuation, please see Exhibit A.

● Hurricane Terms and Definitions - For a list of terms related to hurricane preparedness and their

meanings, please see Exhibit B.

EMERGENCY CONTACTS

Title Name Email Cell

Hotel General Manager MarcAnthony

Crimi

marcanthony.crimi@life-

house.com

(917) 478-3968

VP, Asset Management Evan Bailey [email protected] (203) 249-2635

VP, Operations Julia Tolstunova [email protected] (415) 617-9102

Director, Hotel Operations Celso Moreira [email protected] (917) 293-8118

Manager of Human Resources Leah Antonicello [email protected]

General Counsel Kristal Swope [email protected] (514) 654-0919

STEPS TO BE TAKEN PRIOR TO HURRICANE

2

General Manager

● Ensure that a hard-copy of this Hurricane Plan is available for all team members and all

departments.

● Ensure all management and key members of personnel have reviewed the Hurricane Readiness

Plan and have received training regarding the same.

● Prior to the start of Hurricane Season (i.e., the beginning of June), the General Manager must

review the Hurricane Readiness Plan in its entirety and ensure that all pre-hurricane season

activities outlined in the plan have been executed

● Understand what evacuation zone the hotel is located in

● Identify the Emergency Response Team (GM, AGM, a House Manager, Restaurant GM,

Housekeeper, and Engineer)

Storeroom/Kitchen

● Take an inventory of hurricane supplies at the end of April (before the summer season)

● Flashlights (should be tested at that time)

● Glowsticks

● First Aid Kits (should be full)

● Water –500 Gallons

● Non Perishable Foods and Drinks

● Disposable Utensils – 500 par

● Charcoal – 2 bags par

Engineering

● If applicable, ensure hurricane shutters are numbered and all pertinent materials in place

● Assess property to ensure that landscaping and trees are not a wind hazard

● If applicable, tune up of generator-changing the oil, oil filters, air filters and new batteries

● Verify & test that domestic water pump is connected to the generator (if applicable)

Rooms Department (House Managers)

● Update all Guests on Hurricane Plans and Procedures

● Items should be removed from the balconies and the Suites should be left prepared for the

possibility of a hurricane

● Ensure all employee contact information is updated, telephone numbers, email, etc.

● Review procedures with Director of Hotel Operations and Asset Management to ensure all are

aware of procedures should there be a Hurricane

● A meeting for the entire hotel should take place to ensure proper communication has been given

and providing them with pertinent information on how to prepare for a Hurricane in their own home

● Emergency phone list of Emergency Response Team; including all phone numbers

Sales & Marketing/Reservations

● Understand refund policy – if a named storm, first offer future travel credit and then offer refund if

hurricane landfall looks imminent

WHEN A STORM HAS FORMED (BEFORE A WATCH HAS BEEN ISSUED)

3

General Manager

● Meet with the Director of Hotel Operations to discuss what notification/response to give to

guests, employees

● Prepare letter to all guests advising them of the situation and explaining the hotel’s plans (Letter

Sample A)

Engineering

● Contact critical vendors to reconfirm that they will be able to service us during and after the

storm

● Secure all outside furniture/planters

● Lower water level in pool (if applicable)

● Prepare sandbags and move them to appropriate location(s)

Human Resources

● Send employee contact information with emergency contact to Corporate DHR

● Send latest payroll hardcopy of the payroll register including addresses and employment status to

Corporate HR

Sales (or Central Support)

● Determine if hotel inventory needs to be closed down (need approval from Asset Management

and Hotel Operations)

● Make sure we have all emergency contact information for Extended (Long) Stays

● Call around to other hotels in the market to understand their availability in the event an

evacuation is ordered.

WHEN A HURRICANE WATCH IS ISSUED

General Manager

● Monitor radio and TV broadcasts for storm information and keep Director, Hotel Operations

posted

● Monitor progress of preparations throughout the hotel/resort

● Prepare a letter to all guests advising them of the hurricane watch/warning (Sample Letter B)

● Instruct employees on appropriate messages to be relayed to guests to avoid panic

● Request that Marketing/Sales notify their group contacts in-house and those scheduled to check-

in during the affected time period

● Determine appropriate staffing levels. Develop a “bank” of employees to be loaned to other

departments as needed (i.e. overtime)

● For those employees staying in-house, identify the rules (e.g. employees will be responsible for

private bar or in-room movie charges, no room service to employee rooms, no housekeeping

service will be available, employees may be asked to assist in cleaning rooms, employees will be

responsible for any damage to rooms, etc.)

● Request that all Department Heads begin storing all key documents for safety

● Critical backups for all systems should be completed and stored off-site (if possible)

● Determine what evacuation orders if any apply to the Hotel

4

● Assemble the Emergency Response Team for a briefing

General Manager / AGM

● Establish a Command Post. Have all emergency equipment (e.g. flashlights, glow sticks, first –aid

kit, fire extinguishers, loud speaker-bull horn, etc.) brought to the Command Post for issuance as

needed

● Identify staffing needs and call in off-duty staff as needed

● Ensure that update letters are distributed to all occupied guestrooms

● Identify any guests who may require special assistance (e.g. disabled, elderly or sick)

● Assist in arranging for transportation for those guests requesting assistance

● Ensure that all Department Heads are tracking expenses, including labor, isolated to the potential

loss

● Run all backup reports (if required)

● Ensure that all hotel vehicles have been filled with gas (if applicable)

● Obtain a complete list of all Safe Deposit Box users and count banks

● Contact all remaining guests as to what their plans are and have them all sign liability form

Central Support

● Ensure rooms inventory controlled very strictly

● Be prepared to assist in contacting arrivals to advise of the current status and potential closure of

hotel

● Review cancellation policies

Front of House

● Prepare list of rooms with all disabled guests

● Inform guests as instructed. Refer any distressed guest to the Operations Manager

● Determine rooms to be used for staff staying over

● Identify staffing needs and call in off-duty staff as needed

● Contact all remaining guests as to what their plans are and have them all sign liability form

Valet (if applicable)

● Audit vehicles parked and maintain clear records of guest and room number

Housekeeping / Laundry

● Ensure at least one bathtub is filled (1/2) way with water (if possible)

● Ensure that glow sticks are in each occupied room

● Secure balcony furniture inside room

● Lock sliding doors and close drapes in all vacant rooms. Advise guests of occupied rooms to the

same

● Ensure that linen closets in each floor are stocked and locked

Storeroom

● Distribute all emergency items to proper department

● Move all inventory onto shelving if on the floor

● Contact vendors and get emergency supplies of paper products, water, etc

5

● Assist in moving inventoried items into secure locations

● Make sure windows are secure

Information Systems (if applicable)

● Review inventory including software, cables, spare computer in the data room

● Contact IT vendors to consult on turning the systems down and to schedule them to be out in the

case that it becomes a warning. Backup on any voicemail, aircall system

● Locate trash bags to cover equipment and get masking tape so that we can label the bags with the

computers ID ‘s for inventory

● Secure all documents including those that include network information such as passwords, IP

addresses and contact numbers

● Contact each department and instruct them that before employees leave before the hurricane, they

will need to bag up the PC’s and label them with scotch tape

● Verify all backup tapes are accounted for and have them ready for offsite storage

● Secure equipment.

● Verify with all departments that they have what they need to operate manually

Engineering

● Check supply of 4’x 8’ sheets of plywood for boarding up windows in the storeroom area and

Engineering Office

● Install Hurricane Shutters (if applicable)

● Lower water level in pool by 12 to 18 inches. Turn off pool pump. Add extra chlorine to prevent

contamination

● When new addition is built, secure elevator on top floor with doors closed

● Move all sandbags into position

● Place security pole by any parking entry

● Assist in securing all guest rooms and offices

● Ensure that building plans are available for the structural engineering consultant in the event that

the hotel sustains major damage

● Secure all necessary art work

● Remove all exterior wall sconces if necessary

Kitchen

● Meals should be planned and items should be pre-cooked and freezed if necessary

● All Emergency items to be obtained from storeroom (charcoal, perishable foods, water)

● Plan staffing as necessary

Restaurant

● Assist Chef in Menu Preparation/Picnic style Packages to be given to guests

● All Bar Equipment should be removed from both Bars-restaurant and pool

● Make sure to bring in all pool lounge chairs, tables and umbrellas inside

● Glassware should come off the bar and stored in the dish room area

● All Emergency items to be obtained from storeroom (Paper products)

● All bar cabinets should be locked for security purposes

● Make sure to have the necessary amount of sandbags needed

6

● Prepare to function on a manual basis

● Distribute ice to coolers in case of power failure

● Place lock on ice machine

Mini Bar

● Fully Stock Minbars with all items

Marketing/Central Support

● Ensure that reservations has updated information

● Update website continuously (if required)

● Inform concerned group coordinators with any updates

● Print out sales reports and keep in a safe location

● Coordinate with Reservations & Front Office with any arrivals

● Contact Extended (Long)Stays on future plans and have liability form signed if staying

Human Resources

● Record and update employee details

WHEN A HURRICANE WARNING ISSUED (25 HOURS PRIOR TO HURRICANE

CONDITIONS)

General Manager

● Monitor radio and TV Broadcasts for storm information and keep department heads posted

● Monitor progress of preparations throughout the hotel

● Prepare a letter to all guests advising them of the hurricane warning. Include instructions for

evacuation should the need arise (Letter Sample C)

● Instruct employees on appropriate messages to be relayed to guests to avoid panic

● Ensure all personnel are following plan and executing their assigned tasks.

● Ensure building is properly secured

● Verify that the digital camera (or phones) is charged for emergency use

AGM

● Ensure that update letters are distributed to all occupied guestrooms

● Assist in final “evacuation” of guests that decide not to stay if applicable

● Assist and keep track of Front Office, Engineering and Housekeeping in final preparations

● Make sure all Emergency Reports are run

Central Support

● Be prepared to assist in contacting arrivals to advise of the current status

Housekeeping

● Ensure tub is filled (1/2 way) with water

● Ensure that 2 glow sticks and one flashlight are in each occupied room

7

● Ensure that linen closets in each floor are stocked

● Lock and control all other storerooms. Make sure sandbags are in place if needed for paper goods

Engineering

● Continue preparing hotel in emergency preparations

● Make sure hotel property is secure

● Make sure sand bags are placed where necessary

● Inform GM & Operations Manager of progress and ask for assistance if needed

Security/Maintenance

● Assist the Hotel in moving balcony furniture into the units and secure all balcony doors

● Assist the Hotel with installing shutters and other devises deemed necessary to secure the hotel

● Secure all lower level doors

● Continue to update the Hotel and its management of all changes that may occur in regards to

traffic leaving the hotel, road blocks, and any unsafe condition

● Inform the police and fire department if their will be individuals left in the hotel during the

hurricane

● Identify which officers will remain on site. And who is scheduled to return immediately after the

roads have been open

● Barricade where needed

Kitchen

● In the event that the hotel experiences a power loss, the kitchen freezer should be on generator

● All perishables from the refrigerator should be stored in the freezer

● Meals planned ahead should be prepared in picnic style containers to give to guests to ride out the

storm. Items that can be, should be pre-cooked and stored in the freezer

● Charcoal should secured and available

● Determine prices of food in restaurant and assign staffing to sell and serve food

Restaurant/Room Service

● Pool deck will remain off-limits

● Pool Bar will be emptied and all liquor stored in managers office

● Glassware should come off the bar and stored in the dish room area

● All bar cabinets should be locked for security purposes

● Manual operations will be put in place in case of power failure

Human Resources

● Raise & Secure computers from floor and any important documents

● Take out papers from bottom drawer and secure all documents

● Continue to update employees to call in for pertinent information

● Contact EAP to ensure there is a contact available upon returning to the hotel should there be any

employees who may need assistance, pending the severity of the Hurricane

● Assist in the Guest evacuation and any department that may need help with the evacuation

● Send to Asset Management and Hotel Operations a list of employees who will be remaining on

property

8

AFTER THE STORM

General Manager

● Ensure that all guests and employees are accounted for

● Walk the property (with Engineer) to assess damage and report back to Asset Management and

Hotel Operations.

● Take numerous pictures and documentation of any damage, no matter how minor it is.

Sales

● Reach out to sales contacts and the CVB and Chamber of Commerce to let them know we are

open for business and able to accept rooms from FEMA / insurance companies / displaced

homeowners.

EXHIBIT A

Guest Communication Documents

Notice that can be printed out and posted for guests as well as texted and emailed:

IMPORTANT NOTICE TO ALL GUESTS

PLEASE BE ADVISED THAT IF THERE IS AN EMERGENCY EVACUATION ORDER ALL

GUESTS MUST VACATE THE BUILDING AND THE FOLLOWING CONDITIONS WILL EXIST

FOR OUR BUILDING:

1. There may not be an elevator in service

2. There may not be electricity

3. There may not be water

4. There may not be telephone service

5. There may not be employees in the building

Please have a plan for yourselves and take the necessary precautions prior to leaving:

1. Close all balcony doors and windows.

2. Have a place to go that is not inside the hurricane evacuation area.

3. Listen to radio or television on hurricane reports and follow these instructions.

4. Please refrain from calling Hotel after the storm passes. Phone lines may be down or jammed and

personnel will be busy with clean-up tasks. A telephone recording will be in place to inform all of

the changing conditions of the building, or look out for an email or SMS message.

Letter for guests before Hurricane Watch (Letter A):

9

[Date]

Dear Guest:

As you are probably aware, Hurricane [NAME], a powerful storm, is making its way through the

[OCEAN/REGION]. Weather forecasters predict that [NAME] may be coming in our direction. We are

committed to doing everything we can to keep our guests safe during this time.

It is possible that a “hurricane watch” may be declared for our area. A “hurricane watch” would mean that

the storm would be likely to strike this area within forty-eight hours. If the hurricane continued approaching

in our direction, a “hurricane warning” would be declared. A “hurricane warning” would signify the

imminent landfall of the hurricane within 24 hours.

In the event that Hurricane [NAME] strikes [CITY], the Hotel will remain in operation assuming it is safe

to do so. However, we will only be providing limited services and we may require all guests to leave their

rooms and remain in a common designated area for the duration of the storm.

It is important for our guests to realize that the hotel is not a designated shelter and that in the event of a

hurricane strike the infrastructure around us and within the hotel would most likely be severely impaired.

At present, we hope that Hurricane [NAME] will follow a course that will keep it away from our area.

However, if a “hurricane watch” is declared, we will be asking our guests to consider leaving the hotel and

returning to their homes. Please consider that airlines will be canceling their flights and removing their

airplanes from [CITY] well in advance of a hurricane. Please keep in mind that, anyone who is not able

to leave [CITY], may be unable to do so for several days following the hurricane and will be subject to

significant hardship. Power outages will certainly occur, many roads will be impassable and there will be

a shortage of food as well as water for drinking and hygiene.

We appreciate your understanding during this difficult time and remain at your disposal to assist you in any

way possible. Your safety is our primary concern. We will keep you informed of further developments.

Please contact us if we may be of any assistance.

Sincerely,

[GENERAL MANAGER]

Letter for guests when designated Hurricane Watch (Letter B):

[Date]

Dear Guest:

10

Hurricane [NAME] continues to move in our direction. The National Hurricane Center has placed our area

under a “hurricane watch”.

This means that the storm is likely to strike this area within forty-eight hours. If the hurricane continues

approaching in our direction, a “hurricane warning” will be declared. A “hurricane warning” would signify

the imminent landfall of the hurricane within 24 hours.

The safety of our guests is our primary concern. In the event that Hurricane [NAME] strikes, the Hotel will

remain in operation assuming it is safe to do so. However, we will only be providing limited services and

we may require all guests to leave their rooms and remain in a common designated area for the duration of

the storm. We will also be requiring all guests to sign a liability release form.

It is important for our guests to realize that the hotel is not a designated shelter and that in the event of a

hurricane strike the infrastructure around us and within the hotel would most likely be severely impaired.

Therefore, we ask that our guests consider leaving the hotel and returning to their homes. Please consider

that airlines will be canceling their flights and removing their airplanes from [CITY] well in advance of a

hurricane. Please keep in mind that, anyone who is not able to leave [CITY], may be unable to do so

for several days following the hurricane and will be subject to significant hardship. Power outages will

certainly occur, many roads will be impassable and there will be a shortage of food as well as water for

drinking and hygiene.

Once you have decided which course of action to take, we request that you advise us of your plans as soon

as possible.

We appreciate your understanding during this difficult time and remain at your disposal to assist you in any

way possible. We will keep you informed of further developments. Please contact us if we may be of any

assistance.

Sincerely,

[GENERAL MANAGER]

11

EXHIBIT B

Hurricane Preparedness Terms

● Gale Warning: When winds of 38 miles per hour (33-48 knots) are expected, a gale warning is

added to the advisory.

● Hurricane Warning: When hurricane conditions are expected within 25 hours, a hurricane

warning is added to the advisory. Hurricane warnings identify coastal areas where winds of at least

73 miles per hour are expected to occur.

○ A warning may also describe coastal areas where dangerously high water or exceptionally

high waves are forecast even though winds may be less than hurricane force.

○ Unlike a hurricane “watch” which may threaten an area, a hurricane “warning” means a

hurricane is expected to strike an area.

● Hurricane Watch: If the hurricane continues its advance and threatens coastal and inland regions,

a hurricane watch is added to the advisory, covering a specified area and duration. A hurricane

watch means that hurricane conditions are a real possibility: it does not mean they are imminent.

When a hurricane watch is issued, everyone in the area covered by the watch should listen for

further advisories and be prepared to act quickly if hurricane warnings are issued.

● Small-Craft Advisory: When a hurricane moves within a few hundred miles of the coast,

advisories warn small-craft Operators (small boats) to take precautions and not to venture into open

waters.

● Storm Surge: The dome of water that builds up as a hurricane moves over water. As this water

comes ashore with the storm it causes flooding that is usually a hurricane’s biggest killer.

● Storm Warning: When winds of 45 miles per hour (48-64 knots) are expected, a storm warning is

added to the advisory message.

○ Gale and storm warnings indicate the coastal area to be affected, the time during which the

warning will apply, and the expected intensity of the disturbance.

○ When gale or storm warnings are part of a tropical cyclone advisory, they may change to a

hurricane warning if the storm continues along the coast.

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PROP INFILTRATION SYSTEM I-1

STORMTRAP MODEL ST2 SINGLE 2'-0"

1 ROW X 3 UNITS

STORAGE = 2,350 CF

TOP ELEV = 7.00

BOT EL=5.00

INV (KELLY) = 6.20

INV (MIZZEN) = 6.20

PROP INFILTRATION SYSTEM I-2

STORMTRAP MODEL ST2 SINGLE 2'-0"

1 ROW X 2 UNITS/ROW

STORAGE = 1,927 CF

TOP EL = 8.50

BOT EL=6.50

INV (COURT) = 7.50

INV (CHAPPY) = 7.50

PROP BIO-RETENTION AREA BR-1

TOP EL = 6.25

BOT EL=4.75

INV (GARDEN) = 5.30


TOP EL = 5.2

BOT EL=3.00

INV (EDGAR) = 3.50

INV (GARDEN) = 3.50

SLOPE WALK @

1.0%


TOP EL = 4.5

BOT EL=3.00

INV (EDGAR) = 3.50

INV (GARDEN) = 3.50

PROP YARD DRAIN

RIM = 4.0

INV = 1.75

DEPRESS PARKING AREA 6"+/-

GRADE TO DRAIN

(TYP)

PROP YARD DRAIN

7 LF - 6" PIPE

RIM = 6.50

INV = 5.40

RD-1

RD-2

RD-3

RD-4

6" ROOF DRAIN

(TYP)

RD-6

RD-7

RD-9

RD-11

RD-12

RD-13

RD-14

RD-10

PROP YARD DRAIN

7 LF - 8" PIPE

RIM = 5.20

INV = 4.00

RET EXIST MH

& PUMP

PROP BIO-RETENTION AREA BR-1A

TOP EL = 5.50

BOT EL=4.00

8" DRAIN PIPE

INV BR-1 = 2.75

INV BR-2 = 2.75

8" PVC DRAIN

INV BR-3 = 1.75

RD-8

4.50

4.50

4.50

4.50

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INFILTRATION SYSTEM I-1

STORMTRAP MODEL ST1 DOUBLE 2'-0"

1 ROW X 3 UNITS/ROW

MIN 4,000 PSI BEARING

CAPACITY (FIELD VERIFY)

STORMTRAP MODEL ST1

DOUBLE 2'-0"

SUITABLE BACKFILL

3" OF

3

4

" CRUSHED STONE

BASE

15" OF 3" CRUSHED STONE

BASE

EXTEND STONE 2' BEYOND

WALL (TYP)

TEMP EARTH SUPPORT IF

REQ'D

ROADWAY PAVEMENT

EL 7.00 (I-1)

EL 5.00 (I-1)

STORMTRAP STRUCTURAL DESIGN CRITERIA

1. STORMTRAPMODULES SHALL BE MANUFACTURED AND

INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY

THE ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL

INDICATE SIZE AND LOCATIONOF ROOF OPENINGS AND

INLET/OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND

SIZE OF OPENINGS.

2. COVER RANGE MIN 1.08' TO MAX 4.00'. CONSULT STORMTRAP

FOR ADDITIONAL COVER OPTIONS.

3. ALL DIMENSIONS AND SOIL CONDITIONS INCLUDING, BUT NOT

LIMITED TO, GROUNDWATER AND SOIL BEARING

CAPACITYARE REQUIRED TO BE VERIFIED PRIOR TO

STORMTRAP INSTALLATION.

INFILTRATION SYSTEM I-2

STORMTRAP MODEL ST1 DOUBLE 2'-0"

1 ROW X 2 UNITS/ROW

EL 8.50 (I-2)

EL 6.50 (I-2)

INLET SEDIMENT CONTROL DEVICE

(WITH OPTIONAL CURB DEFLECTOR)

SIDE VIEW INSTALLED

INSTALLATION DETAIL

SUMP DEPTH 24"

4" MIN

THE BACKFILL MATERIAL SHALL

BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING

THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL

AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR

SURFACE DRAINAGE INLETS

SHALL BE PLACED &

COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM

D2321.

(4) VARIOUS TYPES OF

INLET & OUTLET

ADAPTERS

AVAILABLE: 4" - 30" FOR

CORRUGATED HDPE

(ADS N-12/HANCOR DUAL

WALL, ADS/HANCOR

SINGLE WALL), N-12 HP,

PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40),

PVC C900/C905,

CORRUGATED & RIBBED

PVC

WATERTIGHT

JOINT

(CORRUGATED

HDPE SHOWN)

(6) MEDIUM DUTY TRAFFIC LOADS:

CONCRETE SLAB DIMENSIONS ARE

FOR GUIDELINE PURPOSES ONLY.

ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO

CONSIDERATION LOCAL SOIL

CONDITIONS, TRAFFIC LOADING, &

OTHER APPLICABLE DESIGN

FACTORS.

INTEGRATED DUCTILE IRON

FRAME & GRATE/COVERTO

MATCH BASIN O.D.

NOTES:

1. 18" PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2. 18" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO

SHIPPING RESTRICTIONS.

4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL

WALL), N-12 HP, & PVC SEWER (4" - 24").

5. ADAPTERS CAN BE MOUNTED 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DETAILS.

6. 18" PEDESTRIAN GRATES AND COVERS SHALL MEET H-10 LOAD RATING.

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO PLANS

18"

MIN

IM

UM

P

IP

E B

UR

IA

L

DE

PT

H P

ER

P

IP

E

MA

NU

FA

CT

UR

ER

RE

CO

MM

EN

DA

TIO

N

(6" M

IN

. O

N 12" - 24",

10" M

IN

. O

N 30")

(3) V

AR

IA

BLE

IN

VE

RT

H

EIG

HT

S

AV

AILA

BLE

(A

CC

OR

DIN

G T

O

PLA

NS

/T

AK

E O

FF

)

1

2

"

M

I

N

W

I

D

T

H

G

U

I

D

E

L

I

N

E

SUMP AS REQ'D

ON PLAN

18" PVC DRAIN BASIN

WITH PEDESTRIAN GRATE/COVER AT HARDSCAPE AREAS

TYPICAL BIO-RETENTION SECTION

NTS

GRAVEL BLANKET, AS

NEEDED (SEE ABOVE)

4" PERFORATED PVC

PIPE @ 0.5% (MIN)

BOTTOM OF PLANTING

APPROVED NATIVE

BACKFILL MATERIAL

GEOTEXTILE

FILTER FABRIC

VERTICAL EXCAVATION SLOPE

(PREFERRED) OR ALTERNATIVE

SLOPE (MIN 1:1) CONTRACTOR

SHALL BE RESPONSIBLE FOR

SLOPE AND SAFETY MEASURES

DURING CONSTRUCTION

YARD DRAIN OVERFLOW

(TYP) EL = 6" ABOVE GRADE

4" PERFORATED PVC UNDERDRAIN

PIPE IN 8" WASHED GRAVEL BLANKET

AS NEEDED. CONNECT TO RECHARGE

INLET AT 5.0% SLOPE

GEOTEXTILE

FILTER FABRIC

FURNISHED

PLANTING SOIL

TYPICAL

PLANTINGS

3" (MIN)

HARDWOOD

MULCH

3:1 (TYP)

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:

CONSTRUCTION DOCUMENTS

NOT FOR CONSTRUCTION

WORKSHOP/APD ARCHITECTURE DPC39 W 38th Street, 7th Fl, New York, NY 10018T: (212) 273-9712 [email protected]

CONTRACTOR

ARCHITECT

OWNER


ISSUES

REVISIONS

ALL DESIGNS & SPECS ARE SUBJECT TO VERIFICATION OF EXG. FIELD CONDITIONS

COPYRIGHT © 2021 WORKSHOP/APD ARCHITECTURE DPC

No Scale

TITLE SHEET

BLUEFLAG PARTNERS105 Newbury St.

Boston, MA 02116T: (617)-314-9003

BLUEFLAG CONSTRUCTION, LLC105 Newbury Street, 4th Fir

Boston, MA 02116T: (508) 257-1325

SITE/CIVIL ENGINEER

MEP ENGINEER

STRUCTURAL ENGINEER

SOURATI ENGINEERING GROUPPO Box 4458

107 Beach Road, Suite 202Vineyard Haven,MA 02568

T: (617) 314-9003

MIROSLAVA AHERN LLC6 Windy Way

Nantucket, MA, 02554T: (508) 333-5138



T: (617) 314-9003

LANDSCAPE ARCHITECT

PROJECT NO. -

BLW ENGINEERIN INC.311 Great Road, Post Office Box 1551

Littleton, MA 01460p: 978.486.4301f: 978.428.0067

DOB/MVC REFERRAL SET

BKHEDGAR

EDGAR

A-000.09.

320032

09/02/2021

12/08/2021

EDGAR

23 Kelley St, Edgartown,MA 02539

ARK/MLW/WGM

ZTO/JDM/CNO

320032


1 09/02/2021 DOB/MVC REFERRAL SET


LOCUS PLANLOCUS PLAN

NOT TO SCALE

PERSPECTIVE VIEW

SHEET LIST

SHEET NUMBER SHEET NAME DO

B/M

VC

REFER

RA

L S

ET -

09/0

2/2

02

1

DO

B/M

VC

REFER

RA

L S

ET -

12/0

8/2

02

1

A-000.09. TITLE SHEET • •

A-010.09 GENERAL NOTES • •

A-020.09 GENERAL ADA NOTES • •

Z-100.00 EXISTING SURVEY • •

D-190.00 DEMO PLAN • •

D-290.00 DEMO ELEVATIONS • •

L-100.00 SITE PLAN • •

A-100.00 SITE KEY PLAN • •

A-190.00 CONSTRUCTION AND FLOOR FINISH PLAN • •

A-290.00 EXTERIOR ELEVATIONS • •

A-390.00 BUILDING SECTIONS • •

SCOPE OF WORK:

RENOVATE RESTROOMS (ADD ADA), EXPAND EXISTING BAR, REPLACE WINDOWS/DOORS AS NECESSARY

TN

PN

A101

1SIM

1

24

3

A101

0 2' 4' 8'

1DRAWING1 1/2" = 1'-0"

1

A101

SIM

REFERENCE SYMBOLS

PLAN NORTH

DRAWING TITLE

DETAIL REFERENCE

ELEVATION SYMBOLS

SECTION REFERENCE

GRAPHICAL SCALE

+2"

0

4' - 10"

DRAWING SYMBOLS

LEVELELEVATION

ELEVATION MARKER

SPOT ELEVATION

REFERENCE GRID LINE

PROPERTY LINE

BREAKLINE

VAPOR BARRIER

OBJECT ABOVE

HIDDEN OBJECT

ALIGNMENT

DIMENSION LINE

1t

1i

1t

S/C

6'-10"

FPSC

EP

IDENTIFICATION SYMBOLS

ROOM TAGROOM NAME

101

DOOR TAG

WALL TAG

WINDOW TAG

CLG. MTD. COMBINED SMOKE-CO2 DETECTOR HARDWIRE 120V WITH BATTERY

REVISION SYMBOL AND TAG

ELECTRICAL PANEL

INDICATES FIREPROOF SELF-CLOSING DOOR

CLG ELEVATION TAG

1

MATERIAL SYMBOLS

CONCRETE

STEEL

ALUMINUM

BRICK

FINISHED WOOD

CONTINUOUS BLOCKING/STRUCTURAL LUMBER

NON-CONTINUOUS BLOCKINGOR SHIM

EXISTING EARTH

COMPACTED FILL

GRAVEL

SAND

RIGID INSULATION

PLYWOOD

GLASS

GLASS (ELEVATION)

OPENING OR VOID

PLASTIC LAM. OR WATERPROOFING MEMRANE

GYPSUM WALL BOARD

BATT INSULATION

GENERAL NOTES:1. DRAWINGS ARE REPRESENTATIVE DOCUMENTS TO FACILITATE CONSTRUCTION.

CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. THE HEIGHTS OF GRADE INDICATED ON DRAWINGS ARE APPROXIMATE AND ARE PROVIDED FOR INFORMATION ONLY. NOTIFY DESIGNER OF ANY ALTERATIONS OR DISCREPANCIES IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH WORK.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO THE SUB-CONTRACTORS UNDER HIS JURISDICTION.

3. THE CONTRACTOR IS TO COORDINATE THE WORK OF ALL SUB-CONTRACTORS, INCLUDING THE TIMING AND SCHEDULING OF THEIR WORK AND THE LAYOUT OF THEIR SYSTEMS. THE CONTRACTOR SHALL PROVIDE ALL SUB-CONTRACTORS WITH NECESSARY POWER AND ACCESS AND CONNECTIONS THROUGH FOUNDATION WALLS AS REQUIRED.

4. WORKSHOP/APD IS CONTRACTED TO SERVE AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. A REPRESENTATIVE OF WORKSHOP/APD SHALL MAKE PERIODIC SITE VISITS TO VERIFY CONSTRUCTION PROGRESS AND WILL REPORT FINDINGS TO THE OWNER AND CONTRACTOR IN THE FORM OF A WRITTEN REPORT. THE CONTRACTOR SHALL PROVIDE FREE ACCESS TO THE WORK TO THE OWNER, ARCHITECT, SUBCONTRACTOR, AND THEIR REPRESENTATIVES AT ALL TIMES.

5. THE CONTRACTOR SHALL ACKNOWLEDGE THAT JOB SITES ARE DIFFICULT AND DANGEROUS PLACES TO WORK BY NATURE. AS SUCH, ALL NECESSARY PRECAUTIONS WILL BE TAKEN TO ENSURE THE SAFETY AND GENERAL WELL BEING OF HIS EMPLOYEES. CONTRACTOR SHALL PROVIDE GUARDS, RAILS,BARRICADES, FENCES, CATCH PLATFORMS, BRIDGING, DECKING, NIGHT LIGHTING, ETC. AS REQUIRED. THE USE OF ANY STEREOS AND/OR RADIOS AND THE PRESENCE OF PETS OF ANY KIND ARE PROHIBITED ON THE JOB SITE.

6. DRAWINGS SHALL NOT BE SCALED BY HAND. USE ONLY PRINTED DIMENSIONS TO IDENTIFY SIZE AND DIMENSION OF MATERIALS AS SHOWN. CONTACT THE DESIGNER TO VERIFY ANY DIMENSION THAT HAS BEEN OMITTED FROM THESE PLANS.

7. CONTRACTOR TO PROVIDE ALL MATERIALS FOR A COMPLETE JOB AS INDICATED IN THE DRAWINGS BOTH GRAPHICALLY AND WRITTEN, IN CASE OFDISCREPANCIES, THE MORE STRINGENT AND/OR COSTLY EXAMPLE SHALL BE ASSUMED, CONSULT DESIGNER IF SUCH A SITUATION OCCURS.

8. SHOP DRAWINGS SHALL BE SUBMITTED TO WORKSHOP/DPC, PRIOR TO PROCEEDING WITH WORK, FOR ALL MATERIALS THAT REQUIRE FABRICATION.WORKSHOP/DPC SHALL REVIEW AND RETURN SHOP DRAWINGS TO CONTRACTOR WITHIN A PERIOD OF TEN WORKING DAYS FROM THE DATE OF SUBMITTAL.

9. CONTRACTOR SHALL FURNISH SAMPLES OF ALL MATERIALS, AND/OR FINISHES AS SPECIFIED FOR CONSTRUCTION AT THE REQUEST OF THE OWNER OR DESIGNER.

10. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS NOTED OTHERWISE OR AT THE SPECIFIC AUTHORIZATION OF THE OWNER.

11. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.12. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE

WORK OR MAKE PARTS FIT TOGETHER PROPERLY, WITHOUT COMPROMISING QUALITY OF WORK.

13. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND PROTECTING ALL WORK FROM DAMAGE, BREAKAGE, COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE BUILDING CODES AND STANDARDS OF GOOD PRACTICE.

14. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING SYSTEMS AT ALL TIMES FROM THE EFFECTS OF ADVERSE WEATHER (RAIN, SNOW, COLD, ETC.)AT NO ADDITIONAL COST TO THE OWNER.

15. ALL WORK SHALL BE INSTALLED SO THAT REQUIRED PARTS ARE READILY ACCESSIBLE AND AVAILABLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR.

16. CONTRACTOR SHALL MAINTAIN CLEAR AND UNOBSTRUCTED ACCESS FROM ALL FLOORS TO STAIRWELLS AND EXTERIOR EXITS AT ALL TIMES.

17. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES.

18. CONTRACTOR SHALL PROVIDE PROTECTION OF ALL WINDOWS AND DOORS DURING CONSTRUCTION. MEANS OF PROTECTION SHALL NOT BE ATTACHED TOWINDOW AND DOOR FRAMES.

19. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE REQUIRED TO COORDINATE WITH OTHER SUBCONTRACTORS AS NECESSARY, INCLUDING THOSE HIRED UNDER SEPARATE CONTRACT BY THE OWNER. EACH SUBCONTRACTOR SHOULD COMPLETE WORK ON AN EXPEDIENT AND REASONABLE SCHEDULE, IN A MANNER THAT DOES NOT DELAY OTHER TRADES AND SUBCONTRACTORS FROM COMPLETION OF WORK.

20. ALL NAILS AND FASTENERS IN AREAS PRONE TO MOISTURE SHALL BE "HOT DIPPED GALVANIZED" UNLESS NOTED OTHERWISE.

21. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKMAN ON THE JOB SITE AT ALL TIMES TO PERFORM WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICE AND IN THE BEST INTEREST OF THE OWNER.

22. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTION SERVICES OF LOCAL AUTHORITIES OTHER THE ACTUAL BUILDING PERMIT AND HISTORIC DISTRICT COMMISSION APPROVAL, WHICH SHALL BE SECURED BY THE OWNER OR DESIGNER PRIOR TO THE SCHEDULED START DATE. ALL INSPECTIONS, RECORDS AND CERTIFICATE OF OCCUPANCY SHALL BE GIVEN TO THE OWNER AT THE END OF THE JOB. THE JOB SHALL NOT BE CONSIDERED COMPLETE UNTIL THE CERTIFICATE OF OCCUPANCY IS ISSUED.

23. ALL WORK SHALL CONFORM TO ALL APPLICABLE NATIONAL, STATE AND LOCAL BUILDING, PLUMBING, ELECTRICAL, AND LIFE SAFETY CODES, EVEN WHEN NOT SPECIFIED IN THE DRAWING, NOTES, OR SPECIFICATIONS. IF ANY CODE IS IN CONFLICT WITH THESE, THE CONTRACTOR SHALL REPORT SUCH TO CWA FOR REVISIONS PRIOR TO BIDDING. IN THE EVENT OF CONFLICT BEWDHEEN APPLICABLE CODES OR REGULATIONS AND REFERENCE STANDARDS OF THESEPLANS AND SPECIFICATION, THE MORE STRINGENT PROVISIONS SHALL GOVERN.

24. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES TO ENSURE SAFE DIGGING.

25. A REGISTERED SURVEYOR SHALL BE REQUIRED TO SET ALL FOUNDATION CORNERS, ELEVATIONS AND DIMENSIONS ON SITE.

26. USE OF THESE DRAWINGS MUST BE IN COMPLIANCE WITH ALL OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION [OSHA] REQUIREMENTS.

FOUNDATION NOTES:1. FOUNDATION NOTES ARE APPLICABLE TO ALL CONDITIONS UNLESS OTHERWISE NOTED.2. FOUNDATION WALLS SHALL BE KEYED INTO FOOTINGS.3. ALL FOOTINGS AND CONCRETE PIERS SHALL EXTEND 4'-0" BELOW GRADE MINIMUM.4. CONCRETE PIERS SHALL HAVE BELL CAST FOOTING. BASE OF BELL SHALL BE 3 TIMES WIDTH OF PIER; DEPTH OF BELL SHALL EQUAL WIDTH OF PIER. TAPER OF BELL SHALL BE 45 DEG. ANGLE MINIMUM.5. ALL PERIMETER FOUNDATION WALLS SHALL HAVE WATERPROOFING APPLIED TO THE EXTERIOR.6. CONCRETE FLOOR SLABS SHALL BE 4" THICK MINIMUM AND BE REINFORCED WITH WELDED WIRE MESH OR FIBER MESH REINFORCING. REINFORCING SHALL BE PLACED AT THE CENTER OF THE SLAB. FLOOR SLABS SHALL BE POURED OVER 4" GRAVEL BASE AND 6 MIL. POLY-VAPOR BARRIER ON STRUCTURALLY COMPACTED OR UNDISTURBED SOIL.7. CONTRACTOR AND SUBCONTRACTORS SHALL USE CLEAN SAND, WELL GRADED AND FREE FROM ANY DELETERIOUS SUBSTANCES, AND CLEAN WATER,TAKEN FROM A SOURCE SUITABLE FOR DOMESTIC CONSUMPTION.8. FOR ALL BRICK OR STONE FINISHES THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE DESIGNER FOR APPROVAL, PRIOR TO INSTALLATION.9. ANCHORS AND TIES SHALL BE CORROSION PROOF AND GALVANIZED AFTER FABRICATION.10. COLD WEATHER INSTALLATIONS FOR CONCRETE, WHEN AIR TEMPERATURE IS BELOW 40 DEGREES F, REQUIRE APPROVAL BY THE DESIGNER.11. MASONRY WORK SHALL BE PLUMB, TRUE TO LINE, WITH COURSES LEVEL. BUILD IN ALL METAL TIES AND ANCHORS AS WORK PROGRESSES.12. CONCRETE MASONRY UNIT CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING STANDARDS: HOLLOW UNITS - ASTM C-90; SOLID UNITS - ASTM C-145;PORTLAND CEMENT - ASTM C-150; MASONRY CEMENT - ASTM C-91 (NON-STAINING CEMENT SHALL BE USED WHERE NON-STAINING MORTAR IS REQUIRED);HYDRATED LIME - ASTM C-207. 6. C.M.U., BOTH BOTTOM AND ENDS, SHALL BE SET IN A FULL BED OF MORTAR WITH JOINTS OF UNIFORM THICKNESS AND HEAD JOINTS IN ALTERNATE COURSES PLUMB OVER THE ONES BELOW.13. ALL JOINTS SHALL BE TOOLED AS SOON AS POSSIBLE AFTER INITIAL SET. FLUSH JOINTS SHALL NOT BE PERMITTED.14. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION.

PLUMBING/MECHANICAL NOTES:1. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER

CUTTING OR DRILLING.2. ALL PLUMBING/MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES,

BE PERFORMED BY A LICENSED TRADESPERSON, AND BE COMPLETED IN ACCORDANCE WITH THE DIRECTION OF LOCAL BUILDING CODE OFFICIALS. SUBCONTRACTORS AND TRADESPERSONS ARE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS FOR THEIR TRADE, SCHEDULING AND COMPLETING REQUIRED INSPECTIONS AND OPERATING ON A REASONABLE AND EFFICIENT SCHEDULE THAT DOES NOT DELAY THE WORK OF OTHER TRADES.

3. ALL MATERIALS SHALL BE SIZED IN ACCORDANCE WITH THE PROPOSED PLANS, ALLOWING FOR FUTURE EXPANSION IF INDICATED. ALL WORK SHALL BE INSTALLED SO THAT REQUIRED PARTS ARE READILY ACCESSIBLE AND AVAILABLE FOR INSPECTION, OPERATION, MAINTENANCE AND REPAIR.

4. ALL PRODUCTS, MATERIALS AND FIXTURES SHALL BE INSTALLED IN A MANNER CONSISTENT WITH SOUND PRACTICE AND QUALITY WORKMANSHIP.

5. PLUMBING WORK SHALL INCLUDE ALL LABOR AND MATERIALS FOR ALL PIPING, FIXTURES, HOT WATER HEATER, AND SEWER/SEPTIC CONNECTIONS. THIS INCLUDES CONNECTIONS FOR AN ICEMAKER IN THE REFRIGERATOR, THE DISHWASHER, AND WASHING MACHINE AS INDICATED ON PLANS. THE KITCHEN SINK WILL HAVE A GARBAGE DISPOSAL.

6. HOT WATER HEATER SHALL BE PROPANE FIRED HOT WATER HEATER, POWER VENTED, 45 GALLON CAPACITY ("SUPER STORE" OR APPROVED EQUIVALENT).

7. PLUMBER SHALL FURNISH AND INSTALL 500 GAL. UNDERGROUND PROPANE STORAGE TANK, AND ALL REQUIRED PIPING TO BOILER, CLOTHES DRYER AND KITCHEN RANGE.

8. HEATING WORK SHALL INCLUDE ALL LABOR AND MATERIALS, ELECTRICAL/PLUMBING CONNECTIONS, AND INSTALLATION AS THEY OCCUR. DESCRIPTION OF SPECIFIC UNIT SHALL BE PART OF THE BID. STANDARD HEATING UNIT SHALL BE PROPANE FIRED RADIANT HOT WATER BASEBOARD SYSTEM WITH EFFICIENCY RATING OF 94 UNIT IS TO BE SIDEWALL VENTED. UNIT SIZE SHALL BE SIZED TO ACCOMMODATE THE ENTIRE HOUSE AT 78DF AT A 0DF EXTERIOR TEMPERATURE. HEATING SYSTEM SHALL BE CAPABLE OF OPERATING AT PEAK EFFENCENCY AT A TEMPERATURE OF 72°F. HEATING SYSTEM SHALL BE DIVIDED INTO WDHO ZONES. THERMOSTATS SHALL BE DIGITAL AND PROGRAMMABLE.

9. VENT TO THE EXTERIOR ALL BATHROOMS WHICH DO NOT HAVE OPERABLE WINDOWS.

FRAMING NOTES:1. REFER TO WALL SCHEDULE AND ARCHITECTURAL PLANS FOR FRAMING SIZES, UNLESS OTHERWISE NOTED2. ALL WOOD FRAMING MEMBERS SHALL BE STRUCTURAL GRADE #2 OR BETTER. ALL STEEL FRAMING MEMBERS ARE TO BE AS SPECIFIED ON THE STRUCTURAL DRAWINGS UNLESS THE GENERAL CONTRACTOR REQUESTS PRIOR WRITTEN APPROVAL FROM THE ENGINEER3. ALL WOOD SHALL COMPLY WITH THE U.S. DEPARTMENT OF COMMERCE AMERICAN LUMBER STANDARDS SIMPLIFIED PRACTICE AND GRADING REQUIREMENTS OF A RECOGNIZED ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED.4. WOOD SHALL BE FROM LIVE STOCK, THOROUGHLY SEASONED, WELL MANUFACTURED AND GENERALLY FREE FROM WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING.5. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19% AT THE TIME OF CONSTRUCTION.6. ALL PLAN DIMENSIONS ARE TO OUTSIDE OF FRAMING MEMBERS AND CENTERLINE OF OPENINGS U.O.N. VERIFY ALL ROUGH OPENINGS WITH WINDOW AND DOOR SCHEDULE.7. STUD SPACING IS TO BE 16" O.C. TYPICAL UNLESS OTHERWISE NOTED.8. ALL WALLS SHALL HAVE SINGLE SHOE AND DOUBLE TOP PLATE UNLESS OTHERWISE INDICITED BY THE STRUCTURAL ENGINEER 9. ALL FIRE-RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN COMPLIANCE WITH TESTING REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS WILL BE EQUAL TO THAT OF TESTED ASSEMBLY. TESTING FACILITIES HAVE BEEN ABBREVIATED AS FOLLOWS: UL UNDERWRITER'S LABORATORIES, INC.10. SEAL THE ENTIRE PERIMETER OF FIRE-RATED PARTITIONS AIRTIGHT WITH FIRE-RATED PARTITIONS.11. DRYWALL AND MASONRY CONSTRUCTION SHALL INCLUDE CONTINUOUS FIRESTOPPING AT ALL DUCT, PIPE, AND CONDUIT PENETRATIONS THROUGH FIRE-RATED PARTITIONS12. JOIST HANGERS SHALL BE USED AT ALL FLUSH-FRAMED FLOOR JOISTS. JOISTS OVERLAPPING AT A SUPPORTING BEAM, SHALL OVERLAP 3" MINIMUM.13. PROVIDE WOOD BLOCKING OR METAL BRIDGING AT 1/3RD POINTS ON ALL FLOOR JOISTS. BLOCKING SHOULD BE SPACED 4'-0" O.C. MINIMUM AND 8'-0" O.C. MAXIMUM.14. DOUBLE FLOOR JOISTS OR BLOCKING SHALL BE PROVIDED BELOW ALL INTERIOR PARTITION WALLS.15. SIZES OF WOOD MEMBERS ARE NOMINAL SIZES. ALL LUMBER SHALL BE SURFACED ON FOUR SIDES, UNLESS NOTED OTHERWISE.16. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING 17. INSTALL GIRDER MEMBERS WITH JOINTS OVER SUPPORTS, PROVIDE 1/2" AIRSPACE AT ENDS AND SIDES OF GIRDERS FRAMED INTO MASONRY OR CONCRETE. WOOD SHIMS UNDER THE ENDS OF GIRDERS SHALL NOT BE PERMITTED.18. MINIMUM BEARING OF JOISTS FRAMED INTO MASONRY SHALL BE 3".19. JOISTS EXTENDING OVER BEARING PARTITIONS OR BEAMS MAY BE BUTTED AND TIED TOGETHER, OR NAILED TOGETHER WITH A MINIMUM OVERLAP OF 4".20. EXTERIOR AND BEARING WALL CONSTRUCTION SHALL INCLUDE ADEQUATE RESISTANCE TO WRACKING BY THE USE OF CORNER BRACING OR ANCHORAGE OF STRUCTURAL SHEATHING TO PLATES.21. JAMB STUDS, EXTENDING IN ONE PIECE FROM HEADER TO SOLE PLATE, SHALL BE INSTALLED AT ALL WINDOW AND DOOR OPENINGS TO FORM RIGID ENCLOSURE.22. PLYWOOD SHALL COMPLY WITH ALL APPLICABLE STANDARDS OF THE APA (AMERICAN PLYWOOD ASSOCIATION)23. EXTERIOR TYPE HARDWOOD PLYWOOD, "TECHNICAL" OR "TYPE 1", MAY BE USED FOR ANY PART OF THE STRUCTURE UNLESS OTHERWISE SPECIFIED BY THE STRUCTURAL ENGINEER24. STRUCTURAL INTERIOR TYPE, "STRUC-INT.", PLYWOOD MAY BE USED FOR ALL INTERIOR WORK AND EXTERIOR WORK NOT DIRECTLY EXPOSED TO THE WEATHER.25. INTERIOR PLYWOOD, "INT." OR "TYPE 2" MAY BE USED FOR INTERIOR WORK, EXCEPT BATHROOM AND SHOWER ENCLOSURES.26. ROOF SHEATHING: 3/4" EXTERIOR GRADE T&G "TECHNICAL" PLYWOOD NAILED AT 10" O.C. WITH GALVANIZED 10D COMMON NAILS.27. FLOOR SHEATHING: 3/4" STRUCTURAL "STRUCT-INT" PLYWOOD NAILED AT 10" O.C. WITH 10D COMMON NAILS.28. EXTERIOR WALL SHEATHING: 3/4" EXTERIOR GRADE "TECHNICAL" PLYWOOD NAILED AT 6" O.C. WITH GALVANIZED 6D COMMON NAILS.29. ALL OTHER SHEATHING: 1/2" INTERIOR GRADE "INT" PLYWOOD NAILED AT 6" O.C. WITH 6D COMMON NAILS.30. FRAME ALL RAFTERS OPPOSITE EACH OTHER AT RIDGE WITH TIES OR RIDGE BOARD. THE DEPTH OF THE RIDGE BOARD SHALL BE NO LESS THAN THE CUT OF THE RAFTERS.31. REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION.

EXTERIOR FINISH NOTES:1. BUILDING WRAP, VAPOR BARRIER OR SIMILAR MEMBRANE SHALL BE INSTALLED OVER ALL EXTERIOR SHEATHING TO RESIST MOISTURE AND WIND INFILTRATION. WALLS SHALL HAVE MINIMUM 15#FELT PAPER OR EQ., ROOFS SHALL HAVE MINIMUM 30# ASPHALT IMPREGNATED FELT PAPER OR EQ, WITH NOT LESS THAN 4" OVERLAP. FELT SHALL CONTINUE BEHIND ALL EXTERIOR SIDING AND TRIM, DOUBLED AND FOLDED INTO OPENINGS PER THE RECOMENDED INSTALLATION OF ALL WINDOWS AND DOORS U.O.N.2. PROMPTLY REMOVE ALL MANUFACTURERS' STICKERS FROM GLASS AFTER INSTALLATION.3. KEEP AREAS TO BE INSULATED CLEAN AND DRY. DO NOT INSTALL INSULATION WHERE IT MAY BE EXPOSED TO WATER. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS AND BUILDING CODE REQUIREMENTS. PROVIDE INSECT SCREEN OR BARRIER AT ALL VENT OPENINGS.4. EXTERIOR FOUNDATION TO BE PARGED WHERE CONCRETE IS EXPOSED U.O.N.5. DECKS SHALL USE 1" X 4" UNFINISHED MAHOGANY, CONFIRM, LAID FLAT WITH 1/4" REGULAR SPACING AND CONCEALED FASTENERS UON.6. EXTERIOR STEPS WITH WOOD FINISH SHALL HAVE EQUAL MATERIAL AND FASTENING TO DECK CONSTRUCTION, TRIM AND FINISH. RISERS SHALL MATCH TRIM MATERIAL. NOSING SHALL PROJECT 3/4" UON AND MEET ALL CODE MINIMUMS7. ALL EXTERIOR STEPS SHALL LAND ON TO A 4" CONCRETE PADOR FOOTING SET ON A 4" MIN THICKNESS COMPACTED GRAVEL BASE ON STRUCTURALLY COMPACTED SOIL. PAD SHALL BE 6" WIDER THAN STEPS AND PROJECT FROM LAST RISER 6" TOWARD DECK AND 18" AWAY FROM DECK.8. EXTERIOR CEILINGS SHALL BE CLEAR CEDAR OR EQUVALENT WOOD LEFT NATURAL TO WEATHER, WITH A SQUARE GROVE IF BUTTING MATERIAL OR OPEN SPACE PER DETAIL.9. EXTERIOR POSTS SHALL BE 4X4 STRUCT. CORE WRAPPED W/ 5 1/4" SQ. NATURAL CEDAR TRIM OR STEEL EQUIVALENT PER THE ARCH. DRAWINGS10. WINDOW AND DOOR TRIM AND ALL OTHER PROJECTIONS AT POINTS WHERE RAIN ACCUMULATES OR RUNS OFF SHALL BE PROVIDED WITH FLASHING. FLASHING FOR ALL NATURAL WOOD MATERIALS SHALL BE COPPER. SUCH FLASHING SHALL EXTEND A MINIMUM OF 6" UP THE WALL UNDER THE SHEATHING PAPER AND NOT LESS THAN 6" HORIZONTALLY. FLASHING SHALL BE SUFFICIENT LENGTH TO COVER THE SIDING OR FINISHED MATERIAL ABOVE WITHOUT BEING PUNCTURED BY NAILS.11. AN APPRIPRIOT ROOF VENT SHALL BE PROVIDED WHERE REQUIRED. SOFFIT VENTING SHALL BE PROVIDED AS INDICATED ON DETAIL DRAWINGS UON.12. PROVIDE CONTINNUOUS FLASHING MIN 6" ABOVE THE ROOF AT ALL PENETRATIONS13. ALL ROOF PENETRATIONS AND VENTS SHALL TERMINATE A MINIMUM OF 24" FROM ANY ROOF EDGE AND BE HELD AS LOT AS POSSIBLE TO AVOID VISIBILITY FROM THE GROUND14. ALL EXTERIOR WOOD TRIM SHALL BE PLANED ON ALL FOUR SIDES AND HAVE SQUARED EDGES.15. WINDOW & DOOR MANUFACTURERS AND SIZES AND HARDWARE SHALL BE ASSPECIFIED IN THE DOOR AND WINDOW SCHEDULE.16. INSULATION SHALL BE SPECIFIED TO MASSACHUSETTS STATE CODE.

GLAZING NOTES:1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ALL GLAZING (WINDOW, DOOR, OR OTHERWISE) ADJACENT TO A WALKING SURFACE, STAIR, LANDING,TUB OR SHOWER SAFETY LAMINATED GLASS MEETING THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE, AND ANY OTHER APPLICABLE LOCAL OR NATIONAL CODE.

ABBREVIATIONSABOVE FINISHED FLOOR AFFACCESS PANEL A.P.ACOUSTICAL ACOUS.ADJACENT ADJ.AIR CONDITIONING A/CALUMINUM AL.APPROXIMATE APPROX.ARCHITECTURAL ARCH.BLOCKING BLKGBY OTHER/OWNER B.O.CEILING CLG.CEILING HEIGHT C.H.CENTER LINE CL.CERAMIC TILE C.T.COLUMN COLCONCRETE CONC.CONSTRUCTION CONST.CONTINUOUS CONT.DETAIL DTL.DIMENSION DIM.DOOR DR.DOUBLE DBL.DOWN DN.DRAING DWG.EACH EA.ELECTRIC/ELECTRICAL ELEC.ELEVATION ELEV.EMERGENCY EMER.EQUAL EQ.EQUIPMENT EQPT.EXISTING EXIST.EXTERIOR EXT.FINISH FINFINISH FLOOR FIN. FL.FIREPROOF FPRF.SELF-CLOSING S.C.FLOOR FL.FLUORESCENT FLUOR.FOOR/FEET FT.GLASS GL.GRILLE GRL.GROUND FAULT INTER. GFI.GYPSUM WALLBOARD GWBHANDRAIL HNDRL.HARDBOARD HDBD.HARDWOOD HDWD.HEATING, VENT. & A/C HVACHOLLOW CORE HCHOLLOW METAL H.M.HORIZONTAL HORIZ.INCHES IN.INSULATION INSUL.JUNCTION BOX J.B.LAMINATE LAM.LOW VOLTAGE L.V.

MATERIAL MATL.MAXIMUM MAX.MECHANICAL MECH.METAL MTL.MINIMUM MIN.MISCELLANEOUS MISC.MOLDING MLDG.MOUNTED MTD.MULLION MUL.NOMINAL NOM.NOT APPLICABLE N.A.NOT IN CONTRACT N.I.C.NUMBER NO.ON CENTER O.C.OPENING OPNGOPPOSITE/OPPOSITE HAND OPP./OPHPAINTED PTD.PARTITION PARTN.PLASTER PLPLASTIC LAMINATE P.LAMPLYWOOD PLYWD., PLY.QUANTITY QTY.RECESSED REC.REQUIRED REQ'DRETURN AIR R.A.REVISE/REVISION REV.ROUGH OPENING R.O.SCHEDULE SCHED.SECTION SECT.SHEET SHT.SIMILAR SIM.SOLID CORE SCSQUARE FOOT SQ.FT.STAINLESS STEEL S.STL.STANDARD STD.STEEL STL.STORAGE STOR.TELEPHONE TEL.TO BE DETERMINED T.B.D.TYPICAL TYP.UNLESS OTHERWISE NOTED U.O.N.VERIFY IN FIELD V.I.F.VINYL COMPOSITION TILE VT/VCTWITH W/WITHOUT W/OWOOD WD.

PARTITION CONSTRUCTION NOTES

1. USE STANDARD 3-5/8" STEEL STUDS THROUGHOUT THE PROJECT, TYPICAL UNLESS OTHERWISE NOTED.

2. ALL NON-LOADBEARING METAL STUD PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE, TYPICAL UNLESS OTHERWISE NOTED.

3. STUD SPACING IS TO BE 16" O.C., TYPICAL UNLESS OTHERWISE NOTED.4. WALL FRAMING IN LENGTHS GREATER THAN 8'-0" TO BE PROVIDED WITH INTERMEDIATE

SUPPORTS TO MAINTAIN STIFFNESS.5. ALL PARTITIONS W/ STC RATINGS ARE TO BE SOUND RATED PARTITIONS AND USE 20 GA.

STUDS.6. SEAL THE ENTIRE PERIMETER OF SOUND-RATED PARTITIONS AIRTIGHT WITH ACOUSTICAL

SEALANT.7. ALL FIRE-RESISTIVE PARTITIONS SHALL BE CONSTRUCTED IN COMPLIANCE WITH TESTING

REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS FOR CONDITIONS AS REQUIRED. CONSTRUCTION OF ALL SYSTEMS WILL BE EQUAL TO THAT OF TESTED ASSEMBLY. TESTING FACILITIES HAVE BEEN ABBREVIATED AS FOLLOWS: UL UNDERWRITER'S LABORATORIES, INC

8. SEAL THE ENTIRE PERIMETER OF FIRE-RATED PARTITIONS AIRTIGHT WITH FIRE-RATED SEALANT.

9. DRYWALL AND MASONRY CONSTRUCTION SHALL INCLUDE CONTINUOUS FIRESTOPPING AT ALL DUCT, PIPE, AND CONDUIT PENETRATIONS THROUGH FIRE-RATED PARTITIONS.

10. ALL FINISH MATERIAL TO EXTEND A MINIMUM OF 6" ABOVE ANY FINISH DROP CEILING.11. USE CEMENTITIOUS BACKER BOARD AT ALL CERAMIC WALL TILE LOCATIONS, TYPICAL

UNLESS OTHERWISE NOTED.12. TAPE, BED, AND FINISH ALL CORNERS AND JOINTS. MAKE READY FOR PAINTING.13. REFERENCE INTERIOR ELEVATIONS, ENLARGED FLOOR PLANS, AND DETAILS FOR

ADDITIONAL INFORMATION (TYP.).14. PARTITION ASSEMBLIES AND ASSOCIATED FIRE RESISTANCE RATINGS PER CODE MIN.15. SEE STRUCTURAL SHEETS FOR BEARING PARTITION DETAILS.

FIRE PROTECTION NOTES

1. REFER TO MASSECHUSETTS STATE BUILDING COEE CHAPTER 9 AND DETAILED NOTES, SPECFICATION AND DESIGN FROM THE LISCENECES FIRE PROTECTION ENGINEER FOR CODE, INSTALLATION AND LAYOUT REQUIRMENTS.

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER

CONTRACTORBLUEFLAG CONSTRUCTION, LLC

105 Newbury Street, 4th FirBoston, MA 02116T: (508) 257-1325

SITE/CIVIL ENGINEER

LANDSCAPE ARCHITECTMIROSLAVA AHERN LLC

6 Windy WayNantucket, MA, 02554

T: (508) 333-5138

BOSTON / BACK BAY HQ105 NEWBURY ST.

BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

As indicated


BKHEDGAR

GENERAL NOTES

320032

09/02/2021

ARK/MLW/WGM

ZTO/JDM/CNO

A-010.09

1 06/10/2021 HDC SUBMISSON

2 08/06/2021 100% DD SET

3 08/26/2021 25% CD SET


5 11/03/2021 50% CD SET



2 08/06/2021 100% DD SET

3 08/26/2021 25% CD SET


5 11/03/2021 50% CD SET


FIG. 407.4.1 (A)

INSIDE DIMENSIONS OF ELEVATOR CARS: CENTERED DOOR LOCATION

FIG. 407.4.1 (B)

INSIDE DIMENSIONS OF ELEVEATOR CARS: SIDE (OFF-CENTERED DOOR) LOCATION

HALL CALL BUTTONS

AUTOMATIC DOOR REOPENING SENSOR

HOISTWAY ACCESS (BY KEY)

TACTILE AND BRAILLE FLOOR SIGN AT BOTH

JAMBS

DOOR FRAMES OF HEAVY-GAUGE METAL

HALL SIGNALS

LOBBY PANEL PROVIDES INFORMATION FOR

SECURITY AND EMERGENCIES

CL

72" MIN.

60" MIN.

29"5"

35"

MIN

.

48"

MA

X.

35"

MIN

.

48"

MA

X.

80" MIN.

54"

MIN

.

51"

MIN

.

68" MIN.

54"

MIN

.

51"

MIN

.

UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACHOBSTRUCTED HIGH SIDE REACHOBSTRUCTED HIGH FORWARD REACHOBSTRUCTED HIGH FORWARD REACH

MAX.

MAXIMUM SIDE REACH OVER

OBSTRUCTION

SHELVES

MAX.

CLOSETHIGH AND LOW SIDE

REACH LIMITS

AC

CES

SIB

LE R

AN

GE

32"

TO42

"

PR

EFER

RED

10" MAX.

15"

MIN

.

30" 30"30"48"

48"

MA

X.

48"

MA

X.

10" MAX

34"

MA

X.

46"

MA

X.

34"

MA

X.

>10" TO 24"

44"

MA

X.

>20" TO 25"

30"

10" MAX.

54"

MA

X.

9" M

IN.

30"24"

46"

34"

MA

X.

21"

48"

MA

X.

21"

48"

MA

X.

15"

MIN

.

48"

48"

MA

X

15"

MA

X

48"

MA

X

MAX

20"

48"

PROPOSED WORK SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF 521 CMR, ARCHITECTURAL ACCESS BOARD REGULATIONS.

20.1 AN ACCESSIBLE ROUTE SHALL PROVIDE A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ACCESSIBLE SPACES AND ELEMENTS INSIDE AND OUTSIDE A FACILITY. AN ACCESSIBLE ROUTE SHALL HAVE A MINIMUM CLEAR WIDTH OF 36 INCHES EXCEPT AT DOORS AND AT OPENINGS LESS THAN 24 INCHES DEEP WHERE IT SHALL COMPLY WITH 521 CMR 26.00.

26.5 ALL DOORWAYS AND OPENINGS THAT ARE REQUIRED TO BE ACCESSIBLE SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 32 INCHES

20.10 CHANGES IN LEVEL ALONG AN ACCESSIBLE ROUTE GREATER THAN ¼” AND LESS THAN ½” SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE-IN-TWO (1:2).

20.2.3 CHANGES IN LEVEL GREATER THAN ½ INCH ARE NOT ALLOWED UNLESS A RAMP, WALKWAY, OR MEANS OF VERTICAL ACCESS COMPLYING WITH 521 CMR IS PROVIDED.

20.9 NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50 (2%).

24.3 THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 48 INCHES, MEASURED BETWEEN THE RAILINGS.

22.2 THE WIDTH OF WALKWAYS SHALL BE NOT LESS THAN 48 INCHES. AN UNOBSTRUCTED PATH OF TRAVEL SHALL BE PROVIDED THAT IS AT LEAST 36 INCHES.

26.4 A DOORWAY HAVING TWO INDEPENDENTLY OPERATED DOOR LEAVES SHALL HAVE AT LEAST ONE LEAF THAT MEETS THE REQUIREMENTS OF 521 CMR 26.5, WIDTH AND 521 CMR 26.6, MANEUVERING CLEARANCE. THAT LEAF SHALL BE AN ACTIVE LEAF.

26.6 A MINIMUM CLEAR FLOOR AREA SHALL BE PROVIDED ON BOTH SIDES OF ALL DOORS AND GATES. A MINIMUM OF 18” OF CLEAR FLOOR SPACE SHALL BE PROVIDED ON THE LATCH, PULL SIDE OF THE DOOR WHEN THE CLEAR FLOOR SPACE IN FRONT OF THE DOOR IS A MINIMUM OF 60 INCHES. A MINIMUM OF 12” OF CLEAR FLOOR SPACE SHALL BE PROVIDED ON THE PUSH SIDE

27.2 ON ANY GIVEN FLIGHT OF STAIRS, ALL STEPS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD WIDTHS. OPEN RISERS ARE NOT PERMITTED.

27.4 STAIRS SHALL HAVE CONTINUOUS HANDRAILS AT BOTH SIDES OF ALL STAIRS. THE INSIDE HANDRAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL ALWAYS BE CONTINUOUS. TOP OF HANDRAIL GRIPPING SURFACE SHALL BE MOUNTED BETWEEN 34 INCHES AND 38 INCHES MEASURED VERTICALLY FROM THE TOP OF THE GRIPPING SURFACE OF THE HANDRAILS TO THE STAIR NOSING. WHERE HANDRAILS TERMINATE AT THE TOP AND BOTTOM OF STAIRS THEY SHALL HAVE EXTENSIONS.

6.3 THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREE TURN IS A CLEAR SPACE OF 60 INCHES OR A T-SHAPED SPACE. AN UNOBSTRUCTED TURNING SPACE COMPLYING WITH 521 CMR 6.3 SHALL BE PROVIDED WITHIN AN ACCESSIBLE TOILET ROOM. THE CLEAR FLOOR SPACE AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE, AND THE TURNING SPACE MAY OVERLAP.

ACCESSIBILITY COMPLIANCE NOTES

SLIDING DOOR: STOP OR LATCH APPROACH

SLIDING DOOR: FRONT

APPROACH

SLIDING DOOR: POCKET OR HINGE

APPROACH

TWO DOORS IN A SERIESTWO DOORS IN A SERIESTWO DOORS IN A SERIES

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

PUSH SIDEPULL SIDE

LATCH APPROACH, PULL SIDEHINGE APPROACH, PUSH SIDE

HINGE APPROACH, PULL SIDEHINGE APPROACH, PULL SIDE

LATCH APPROACH, PUSH SIDE

FRONT APPROACH, PUSH SIDEFRONT APPROACH, PULL SIDE

CLEAR

WIDTH OF DOORWAYS:

DOORWAYS WITHOUT

DOORS

CLEAR

WIDTH OF DOORWAYS:

FOLDING DOOR

CLEAR

WIDTH OF DOORWAYS:

SLIDING DOOR

CLEAR

WIDTH OF DOORWAYS:

HINGED DOOR

MA

X.

MIN

.

MA

X.

PER

MIT

TED

)

(NO

PR

OJE

CTI

ON

S

AXONOMETRIC

ACCESSIBLE DOOR

FEATURES

90°

MIN.

MIN.

* 48" MIN IF CLOSER

IS PROVIDED* 54" MIN IF CLOSER

IS PROVIDED

** 48" MIN IF BOTHCLOSER AND LATCH

ARE PROVIDED

* IF BOTH CLOSERAND LATCH ARE

PROVIDED

*IF BOTH CLOSERAND LATCH ARE

PROVIDED

DOORHARDWARE

4" MAXIMUMPROJECTION INTOCLEAR WIDTH

BOTTOM 10" OF

DOOR SURFACE

SHOULD BE

SMOOTH

DOOR HARDWARE LOCATED

BETWEEN 34" AND 48" ABOVE

FLOOR

WHERE VISION LIGHTS ARE

PROVIDED, AT LEAST ONE

PANEL SHOULD EXTEND TO

WITHIN 43" OF FLOOR

32"

34"

CLOSERDOOR

43"

34"48

"

48"

MIN

. 60" MIN

48"

MIN

.D

OO

R

WID

TH

60" MIN

60"

MIN

60" MIN

12"

MIN.

X >

8

48"

MIN

.

X >

8

48"

MIN

.

X >

8

18"

MIN.

60"

MIN

.

12" MIN.*

22" MIN.

X >

24"

36" MIN.

32" MIN.

32" MIN.

90°

32" MIN.

12" MIN*

24"

42"

MIN

.*

48"

MIN

.

42"

MIN

.**

54" MIN.

MIN.

MIN.18"

36"

42" MIN.

54"

MIN

.

60"

MIN

.

60"

MIN

.

24"

48"

MIN

.*

MIN.

48"

MIN

.

54" MIN.

42"

MIN

.

24" 42"

MIN

.

CLEAR WIDTH AT 180° TURN (EXCEPTION)CLEAR WIDTH AT 180° TURN

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

MANEUVERING

CLEARANCE IN AN ALCOVE: PARALLEL

POSITION OF CLEAR

FLOOR SPACE: PARALLEL

MANEUVERING

CLEARANCE IN AN ALCOVE: FORWARD

SIZE OF

TURNING SPACE: T-SHAPED

SIZE OF

TURNING SPACE: CIRCULAR

30" X 48" CLEAR

FLOOR SPACE

POSITION OF CLEAR

FLOOR SPACE: FORWARD

36"

MIN

.

32"

MIN

.

32"

MIN

.

36"

MIN

.

48" MIN.24" MAX. 24" MAX.

MIN.

ø 5' - 0"

60"

MIN

.

36"

MIN

.24

" M

IN.

60" MIN.

MIN.

12"

MIN.

36"

MIN.

12"

36"

MIN

.

36" MIN.

30"

MIN

.

48" MIN.

30"

MIN

.

58" MIN.

X >

15"

48"

MIN

.

36" MIN.

X >

24"

48"

MIN

.

30" MIN.

48"

MIN

.

42" MIN. X<48" 42" MIN.

60"

MIN

.

36" MIN. X<48" 36" MIN.

HEIGHT OF LAVATORIES AND SINKSDISPENSER OUTLET LOCATIONREAR WALL GRAB BAR FOR

WATER CLOSET

SIZE OF CLEARANCE FOR WATER

CLOSET

CLEAR FLOOR

SPACE

NOTE: SHADED AREAS REINFORCED TO RECEIVE GRAB BARSCLEAR FLOOR SPACE AT ADAPTABLE BATHROOMS

CLEAR FLOOR

SPACE

LAV.

SIDE WALL

48"

MA

X

28"-

32"-

36"

30" MIN 30" MIN

28"-

32"-

36"

36" MAX

12"

MAX 42" MIN

TOILETPAPER

HOLDER

38"

MIN

18"

MIN

17"-

19"38

" M

IN

32"

MA

X

12"MIN

12"MIN

36" MIN

48"

MIN

18"

MIN

18"

MIN

66" MIN

30" MIN

48"

MIN

19"

MA

X

17"

MIN

29"

34

"

MIN

M

AX

40"

MA

X

27"

MIN

9" M

IN

17"

MIN. DEPTH

8"MIN. TOE

CLEARANCE

6"MAX. TOE

CLEARANCE

SUGGESTEDSLIP IN TAIL

PIECE

SUGGESTEDFLEXIBLE SUPPLYLINES

ADJUSTABLECOUNTER SEGMENT

B) CABINETS AND BASE REMOVED AND HEIGHT ALTERNATIVESA) BEFORE REMOVAL OF CABINETS AND BASEB) CABINETS AND BASE REMOVED AND HEIGHT ALTERNATIVESA) BEFORE REMOVAL OF CABINETS AND BASE

CLEAR FLOORSPACE

MIRROR

BACK WALL

CANE RAIL

REDUCED VERTICAL CLEARANCEPOST-MOUNTED

PROTRUDING OBJECTS

UNLIMITED UNLIMITEDUNLIMITED

POST

SIGN

POST

SIGN

SIGN

POST

FIG. 307.3 (A) POST-MOUNTED

PROTRUDING OBJECTS

FIG. 307.2 LIMITS OF PROTRUDING

OBJECTS: WALKING

PERPENDICULAR TO A WALL

FIG. 307.2 LIMITS OF

PROTRUDING OBJECTS:

WALKING PARALLEL TO A WALL

FIG. 307.2 LIMITS OF

PROTRUDING OBJECTS

RANGE

CANE

27"

MA

X.

X <

80"

X > 12"

X >

80"

4" MAX 4" MAX

X = GREATER THAN OR EQUAL TO 12"

27"

< X

< 8

0"

X > 12"

X <

27"

4" MAX 4" MAX

ANY AMOUNT

27"

OR

LES

S

27"

OR

LES

S

X >

27"

27"

< X

< 8

0"

CLEAR WIDTHANY AMOUNT

80"

MIN

.

4" MAX.

.1/4" MAX

1/4" - 1/2"

1

2

.

.

CHANGES IN LEVEL SIGNAGE LOCATION

60"

SIGNAGE MOUNTING HEIGHT

3" CLR.

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

As indicated


BKHEDGAR

GENERAL ADA NOTES

320032

09/02/2021

ARK/MLW/WGM

ZTO/JDM/CNO

A-020.09

1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1" = 20'-0"


BKHEDGAR

EXISTING SURVEY

320032

09/02/21

ARK/MLW/WGM

ZTO/JDM/CNO

Z-100.00





1" = 20'-0"1EXISTING SURVEY

JEX

EX

EXJ

EX

ROOM 1

1

BATH

2

SHW

3

UP 8"

UP 1

DN 6"

DN 6"

SILL: 2'-8"HD: 7'-2"

SILL: 2'-8"HD: 7'-2"

SILL: 2'-8"HD: 7'-2"

SILL: 2'-8"HD: 7'-2"

SILL: 2' 7 1/4"HD: 7' 2 3/4"

REMOVE ALL EXISTING PLUMBING FIXTURES AND FITTINGS

DEMO EXISTING WINDOW AND TRIM

DEMO EXISTING EXTERIOR BAR

DEMO EXISTING INTERIOR PARTITIONS, DOORS, HARDWARE, AND TRIM


DEMO EXISTING EXTERIOR DOOR, HARDWARE, AND TRIM

DEMO EXISTING PARTITION, DOORS, HARDWARE, AND TRIM

DEMO EXISTING PARTITION


DEMO EXISTING FINISH FLOORING THROUGHOUT


1. ANY DAMAGE TO NEW CONSTRUCTION OR EXG. CONDITIONS DURING CONSTRUCTION IS TO BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR SHALL RELOCATE, MODIFY AND/OR PATCH ANY EXISTING ITEMS INTERFERING WITH THE INSTALLATION OF NEW WORK WHETHER SHOWN OR NOT ON THESE DRAWINGS.

3. ADDITIONAL DEMOLITION SURVEYS MAY BE REQUIRED FOR INACCESSIBLE AREAS AT THE TIME OF ISSUE OF CONSTRUCTION DOCUMENTS.

4. ANY SCOPE OF WORK REVISED DUE TO CONTINUED MATERIAL DETERIORATION, OR INACCESSIBILITY AT TIME OF PREPARATION OF DOCUMENTS, OR ADDITIONAL PROBES CONDUCTED THEREAFTER WILL BE DOCUMENTED AND ISSUED AT THAT TIME FOR A CHANGE IN CONTRACT SCOPE.

5. CONTRACTOR TO CONFIRM LOCATION OF EXISTING PLUMBING AND ELECTRIC IN ALL DEMOLISHED WALLS.

6. ALL GAS, PLUMBING AND HEATING BRANCH LINES TO BE REMOVED BACK TO BUILDING RISERS/VALVES. CAP AS PER APPLICABLE CODE.

7. ANY ASBESTOS UNCOVERED DURING THE COURSE OF THE WORK MUST BE TESTED PER AGENCY REQUIREMENTS BY A LICENSED INVESTIGATOR AND A REPORT MUST BE SUBMITTED PRIOR TO PROCEEDING WITH HANDLING OR REMOVAL. .

8. G.C. TO PROVIDE INSPECTION OF ALL AREAS AFFECTED BY THIS WORK SITE ON THE PRESENCE OF LEAD BASED PAINT. G.C. IS FULLY RESPONSIBLE TO EXECUTE HIS WORK ACCORDING TO SAFE WORK PRACTICES AS REQUIRED BY LOCAL LAW AND ANY APPLICABLE AGENCY REQUIREMENTS.

9. G.C. TO MAINTAIN INTEGRITY OF BUILDING STRUCTURE AT ALL TIMES.10. G.C TO MAINTAIN INTEGRITY OF ALL WATERPROOFING ELEMENTS THROUGHOUT

DURATION AND AFTER COMPLETION OF CONSTRUCTION.11. ALL EXPOSED STRUCTURAL STEEL ELEMENTS TO BE FIRE PROTECTED W/ MIN

2HR RATED FILM.12. ALL VENT SHAFT OPENINGS SHALL BE COVERED DURING OPERATIONS TO

PREVENT DUST AND DEBRIS FROM ENTERING SHAFTS.13. REMOVE ALL EXISTING BASEBOARD, TRIM, CASINGS & CROWN MOLDING UNLESS

OTHERWISE NOTED.14. REMOVE ALL EXISTING INTERIOR DOORS UNLESS OTHERWISE NOTED.15. REMOVE ALL EXISTING FLOOR FINISHES UNLESS OTHERWISE NOTED.16. EXISTING HVAC EQUIPMENT TO REMAIN UNLESS OTHERWISE NOTED.17. REMOVE ALL EXISTING WINDOW TREATMENTS.18. ALL RADIATORS TO BE REMOVED AND REPLACED IN EXISTING LOCATIONS.

DEMOLITION SYMBOLS

AREA OF LIMITED DEMO WORK.

EXISTING PARTITION, PROTECT AS REQ'D.

NON-BEARING PARTITION, FIXTURE OR OTHERBUILT-IN INSTALLATION TO BE REMOVED

DEMOLITION NOTES

DEMO LIGHTING SYMBOLS:

EXISTING RECESSED FIXTURE

EXISTING J-BOX FOR DECORATIVE SCONCE

EXISTING SURFACE MOUNTED FIXTURE

EXISTING PENDANT FIXTURE

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1/4" = 1'-0"


BKHEDGAR

DEMO PLAN

320032

09/02/2021

ARK/MLW/WGM

ZTO/JDM/CNO

D-190.00

1/4" = 1'-0"11ST FLOOR - DEMOLITION FLOOR PLAN

1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


JEX

EX

EXJ

EX

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

EXISTING BAR TO BE REMOVED

EXISTING CEDAR SHINGLES TO REMAIN

DEMO EXISTING WINDOW, TRIM, AND SHUTTERS

REMOVE EXSITING GAS METER AND EQUIPMENT

EXISTING SOFFIT, FASCIA BOARD, AND TRIM TO REMAIN

EXISTING TRIM TO REMAIN

DEMO EXISTING PARTITION; REFER TO PLANS FOR EXTENT

WINDOW HEAD6' - 8"

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

EXISTING SHINGLES TO REMAIN


EXISTING TRANSOM WINDOW TO REMAIN

DEMO EXISTING LIGHT FIXTURES

DEMO EXISTING EXTERIOR DOOR AND HARDWARE

EXISTING PAINTED WOOD PILASTERS TO REMAIN

EXISTING SOFFIT, FASCIA BOARD AND TRIM TO REMAIN

DEMO EXISTING WINDOW, TRIM, AND SHUTTERS, TYP


WINDOW HEAD6' - 8"

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

EXISTING FASCIA BOARD AND TRIM TO REMAIN


REMOVE EXISTING LIGHT FIXTURES, TYP

DEMO EXISTING WINDOWS, TRIM, AND SHUTTERSEXISTING TRIM TO REMAIN



WINDOW HEAD6' - 8"

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

REMOVE EXISTING ELECTRICAL METER AND EQUIPMENT

DEMO EXISTING WINDOW, TRIM, AND SHUTTERS

EXISTING CEDAR SHAKES TO REMAIN

DEMO EXISTING EXTERIOR DOOR, HARDWARE, AND TRIM


WINDOW HEAD6' - 8"

1. ANY DAMAGE TO NEW CONSTRUCTION OR EXG. CONDITIONS DURING CONSTRUCTION IS TO BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR SHALL RELOCATE, MODIFY AND/OR PATCH ANY EXISTING ITEMS INTERFERING WITH THE INSTALLATION OF NEW WORK WHETHER SHOWN OR NOT ON THESE DRAWINGS.

3. ADDITIONAL DEMOLITION SURVEYS MAY BE REQUIRED FOR INACCESSIBLE AREAS AT THE TIME OF ISSUE OF CONSTRUCTION DOCUMENTS.

4. ANY SCOPE OF WORK REVISED DUE TO CONTINUED MATERIAL DETERIORATION, OR INACCESSIBILITY AT TIME OF PREPARATION OF DOCUMENTS, OR ADDITIONAL PROBES CONDUCTED THEREAFTER WILL BE DOCUMENTED AND ISSUED AT THAT TIME FOR A CHANGE IN CONTRACT SCOPE.

5. CONTRACTOR TO CONFIRM LOCATION OF EXISTING PLUMBING AND ELECTRIC IN ALL DEMOLISHED WALLS.

6. ALL GAS, PLUMBING AND HEATING BRANCH LINES TO BE REMOVED BACK TO BUILDING RISERS/VALVES. CAP AS PER APPLICABLE CODE.

7. ANY ASBESTOS UNCOVERED DURING THE COURSE OF THE WORK MUST BE TESTED PER AGENCY REQUIREMENTS BY A LICENSED INVESTIGATOR AND A REPORT MUST BE SUBMITTED PRIOR TO PROCEEDING WITH HANDLING OR REMOVAL. .

8. G.C. TO PROVIDE INSPECTION OF ALL AREAS AFFECTED BY THIS WORK SITE ON THE PRESENCE OF LEAD BASED PAINT. G.C. IS FULLY RESPONSIBLE TO EXECUTE HIS WORK ACCORDING TO SAFE WORK PRACTICES AS REQUIRED BY LOCAL LAW AND ANY APPLICABLE AGENCY REQUIREMENTS.

9. G.C. TO MAINTAIN INTEGRITY OF BUILDING STRUCTURE AT ALL TIMES.10. G.C TO MAINTAIN INTEGRITY OF ALL WATERPROOFING ELEMENTS THROUGHOUT

DURATION AND AFTER COMPLETION OF CONSTRUCTION.11. ALL EXPOSED STRUCTURAL STEEL ELEMENTS TO BE FIRE PROTECTED W/ MIN

2HR RATED FILM.12. ALL VENT SHAFT OPENINGS SHALL BE COVERED DURING OPERATIONS TO

PREVENT DUST AND DEBRIS FROM ENTERING SHAFTS.13. REMOVE ALL EXISTING BASEBOARD, TRIM, CASINGS & CROWN MOLDING UNLESS

OTHERWISE NOTED.14. REMOVE ALL EXISTING INTERIOR DOORS UNLESS OTHERWISE NOTED.15. REMOVE ALL EXISTING FLOOR FINISHES UNLESS OTHERWISE NOTED.16. EXISTING HVAC EQUIPMENT TO REMAIN UNLESS OTHERWISE NOTED.17. REMOVE ALL EXISTING WINDOW TREATMENTS.18. ALL RADIATORS TO BE REMOVED AND REPLACED IN EXISTING LOCATIONS.

DEMOLITION SYMBOLS

AREA OF LIMITED DEMO WORK.

EXISTING PARTITION, PROTECT AS REQ'D.

NON-BEARING PARTITION, FIXTURE OR OTHERBUILT-IN INSTALLATION TO BE REMOVED

DEMOLITION NOTES

DEMO LIGHTING SYMBOLS:

EXISTING RECESSED FIXTURE

EXISTING J-BOX FOR DECORATIVE SCONCE

EXISTING SURFACE MOUNTED FIXTURE

EXISTING PENDANT FIXTURE

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1/4" = 1'-0"


BKHEDGAR

DEMO ELEVATIONS

320032

09/02/2021

ARK/MLW/WGM

ZTO/JDM/CNO

D-290.00

1/4" = 1'-0"2EAST ELEVATION - DEMOLITION

1/4" = 1'-0"4WEST ELEVATION - DEMOLITION

1/4" = 1'-0"1NORTH ELEVATION - DEMOLITION

1/4" = 1'-0"3SOUTH ELEVATION - DEMOLITION

1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


proposed relocatedhedge

ramp

ramp

buildingram

p

deck

portion of existing ramp to beremoved

5

6

7

8

11

12

13

14

15

8

7

9

11

13

11

12

6

5

5

5

5

5

5

4

4

4

8

7

6

8

8

1413

14

11

15

15

14

13

12

11 8

7

9

8

9

5

8

5

7

8

9

1113

1213

14

7

4

6

Spa

SwimmingPool

10'±

5'±

5'±

Map 20DParcel 298.2

Map 20DParcel 297

Map 20DParcel 298.3

Map 20DParcel 298.1

Map 20DParcel 300

Map 20DParcel 301

Map 20DParcel 302

Map 20DParcel 308

Map 20DParcel 309

Map 20DParcel 310

Map 20DParcel 216

Map 20DParcel 220

Parcel 220.6

Map 20DParcel 295

existin

g hedge

existing hedge to berelocated

(1)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

(11)

(2)

DELIVERY/ TRUCK

PARKING

(21)

drop-off spot

(22)

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

BL

N

B

N

G

L W

V

Q

Q

Q

Q

M

X

G

E W

L

O

V

VN

C

F

D

L

L

G

L

M

E

L

L

TownSculptures

Relocated S

hack

FitnessDeck

6'±

8'±

4'±

6'±

PoolEquipmentShed

PROPOSEDaddition

0.2'±

1'±

Relo

cate

d

Expand

ed

Shed

100 year flood el.= 12.0 (zone VE)(scaled from F.E.M.A. F.I.R.M.map revised July 20, 2016)

10

10

10

16.2'±

Daggett Street

North Wate

r Street

Kelley Street

Dock Stre

et

StorageMechanical

MizzenTop

Garden House

The Chappy

Wheel House

Court House

Gym/CarriageHouse

1742Kelley House

HotelProposed 3

StoryAddition

1st: Market2nd/3rd:

Guest Rooms

concreteconcrete

block

porch deck

FLUSH STONEPAVERS (typ.)

patio

patio

patio

patio

deck

deck

deck

deck

26'±

36'±

127'±

220'±

42'±

202'±

40'±

50'±

28'±

108'±

53'±

134'±

52'±

21'±

127'±

51'±

45'±

29'±

53'±

35'±

231'±

82'±

47'±

80'±

EXISTING PORTION OF BUILDING

EXPANDED PELICAN CLUB

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1/16" = 1'-0"


BKHEDGAR

SITE KEY PLAN

320032

09/02/21

Checker

Author

A-100.00

1 11/03/2021 50% CD SET


1 11/03/2021 50% CD SET


1/16" = 1'-0"1PROPOSED SITE PLAN

jgk

Polygon

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1" = 20'-0"


BKHEDGAR

SITE PLAN

320032

09/02/21

ARK/MLW/WGM

ZTO/JDM/CNO

L-100.00





1" = 20'-0"1PROPOSED SITE PLAN - IMAGE

A-290.00

4

PREP101

VIF

30' - 4"

(VIF

)

5' -

1"

(VIF

)

15' -

3"

CC

A

A

A

2A-390.00

1A-390.00

A-290.002A-290.001

A-290.00

3

NEW WINDOW AT EXISTING OPENING, TYP

EXISTING EXTERIOR WALL

NEW WINDOW AT EXISTING OPENING

NEW WINDOW AT EXISTING OPENING, TYP

5' - 0 1/2"3' -

10"

1' -

8"

18-EX

ADA104

VESTIBULE102

RR105

CLOSET103

43-IN

42-IN

18-EX

18-EX

6' -

10

1/2

"3'

- 6

1/2

"8'

- 1

1"

46-IN

16' - 9 1/2"4' - 6 1/2"8' - 0"

2' - 0" 13' - 2" 13' - 2" 2' - 0"

FLIP TOP

EXPANDED COUNTER

PREP101

ADA104

RR105

VESTIBULE102

CLOSET103

SIGN & SEAL

PROJ. NO.SCALE:

DRAWN BY:CHECKED BY:DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER


105 Newbury Street, 4th FirBoston, MA 02116T: (508) 257

SITE/CIVIL ENGINEER


Nantucket, MA, 02554T: (508) 333


BOSTON, MA 02116T: (617) 314

SOURATI ENGINEERING GROUP


T: (617) 314

SOURATI ENGINEERING GROUP


T: (617) 314


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1/4" = 1'-0"


BKHEDGAR

CONSTRUCTION ANDFLOOR FINISH PLAN

320032

09/02/2021ARK/MLW/WGM

ZTO/JDM/CNO

A-190.001/4" = 1'-0"11ST FLOOR - CONSTRUCTION PLAN


2 08/06/2021 100% DD SET

3 08/26/2021 25% CD SET


5 11/03/2021 50% CD SET



2 08/06/2021 100% DD SET

3 08/26/2021 25% CD SET


5 11/03/2021 50% CD SET


1/4" = 1'-0"21ST FLOOR - FINISH PLAN

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

C C

02

NEW NATURAL CEDAR SHINGLE

NEW SOLID PAINTED FRONT ENTRY DOOR AT EXSITING OPENING

NEW LIGHT FIXTURES, TYP; REFER TO SPECS

OUTLINE OF EXISTING STRUCTURENEW NATURAL CEDAR

SHINGLE ROOF

NEW PTD WD CORNER BOARD

NEW ALUM GUTTER

6"15

' - 6

"

WINDOW HEAD6' - 8"

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

NEW NATURAL CEDAR SHINGLE ROOF

EXPANDED PAINTED PERGOLA

NEW NATURAL CEDAR SHINGLES

OUTLINE OF EXISTING STRUCTURE

G

WINDOW HEAD6' - 8"

NEW PAINTED CORNER BOARDS

NEW SOLID PAINTED DOOR

18-EX

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

A

NEW FLOWER BOX



NEW DOOR AT EXISTING WINDOW OPENING


6"15

' - 6

"

NEW NATURAL CEDAR SHINGLE ROOF

NEW NATURAL CEDAR SHINGLE SIDING

NEW NATURAL CEDAR SHINGLE SIDING

G

WINDOW HEAD6' - 8"

18-EX

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

NEW NATURAL CEDAR SHINGLE

A A

NEW FLOWER BOX



NEW PAINTED CORNER BOARD

6"15

' - 6

"


NEW NATURAL CEDAR SHINGLES

WINDOW HEAD6' - 8"

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1/4" = 1'-0"


BKHEDGAR

EXTERIOR ELEVATIONS

320032

09/02/2021

ARK/MLW/WGM

ZTO/JDM/CNO

A-290.001/4" = 1'-0"3

WEST ELEVATION (FRONT)- PROPOSED1/4" = 1'-0"4

EAST ELEVATION (REAR)- PROPOSED

1/4" = 1'-0"1NORTH ELEVATION (SIDE B)- PROPOSED

1/4" = 1'-0"2SOUTH ELEVATION (SIDE A)- PROPOSED


2 08/06/2021 100% DD SET

3 08/26/2021 25% CD SET


5 11/03/2021 50% CD SET



2 08/06/2021 100% DD SET

3 08/26/2021 25% CD SET


5 11/03/2021 50% CD SET


1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

NEW NATURAL CEDAR SIDING AT EXISTING EXTERIOR PARTITION

NEW FLOWER BOX

WINDOW HEAD6' - 8"

18-EX42-IN

PREP

101

RR

105

EXISTING FOUNDATION

1ST FL0' - 0"

T.O. RIDGE15' - 6"

GRADE LEVEL-0' - 6"

EXISTING FOUNDATION

WALL SCONCE

EXPANDED PERGOLA

EXPANDED BAR NATURAL CEDAR BAR

WINDOW HEAD6' - 8"

A

PREP

101

SIGN & SEAL

PROJ. NO.

SCALE:

DRAWN BY:

CHECKED BY:

DATE:




DRAWING INFO

ISSUES

REVISIONS



ARCHITECT

OWNER

MEP ENGINEER

STRUCTURAL ENGINEER



SITE/CIVIL ENGINEER



T: (508) 333-5138


BOSTON, MA 02116T: (617) 314-9003



T: (617) 314-9003



T: (617) 314-9003


Littleton, MA 01460p: 978.486.4301f: 978.428.0067

1/4" = 1'-0"


BKHEDGAR

BUILDING SECTIONS

320032

09/02/2021

ARK/MLW/WGM

ZTO/JDM/CNO

A-390.00

1/4" = 1'-0"2NORTHEAST SECTION

1/4" = 1'-0"1NORTHWEST SECTION

1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET


1 08/06/2021 100% DD SET

2 08/26/2021 25% CD SET


4 11/03/2021 50% CD SET
