REED SCHOOL APARTMENTS · 2018. 6. 30. · Floor Construction and Secondary Members 0 hour Roof...

DATE OF ISSUESUBMISSION - DATE

Client:Developers Collaborative100 Commercial StreetPortland, ME04101

Architect:Archetype Architects48 Union WharfPortland, ME04101207.772.6022

Civil Engineer:-----

Surveyor:-----

BUILDING TOTALS - GROSS SF

FIRST FLOOR: 4,636 SFSECOND FLOOR: 4,636 SF

TOTAL: 9,272 SF

UNIT COUNT - 8 UNITS

GENERALAC0.1 CODE SUMMARYAC0.2 CODE SUMMARY SPECIAL NOTES ON

ACCESSIBILITYLS1.1 LIFE SAFETY

ARCHITECTURAL DRAWINGSA0.01 DEMO PLANSA1.00 BASEMENT PLANA1.01 FIRST FLOOR PLANA1.02 SECOND FLOOR PLANA2.01 NORTH ELEVATIONA2.02 EAST AND WEST ELEVATIONSA2.03 SOUTH ELEVATIONA4.00 WALL TYPESA4.01 FLOOR TYPESA6.00 MISC. ELEVATIONS AND DETAILSA7.01 RCPSA8.01 DOOR SCHEDULE

REED SCHOOL APARTMENTS19 LIBBY STREETPORTLAND, ME

LOCATION MAP NOT TO SCALE

OWNER:

ARCHITECT:

CONTRACTOR:

MAINE HOUSING:

CONSTRUCTIONLENDER:

DATE:

DATE:

DATE:

DATE:

DATE:

SIGNATURES

DRAWING LIST

CODE SUMMARY

Applicable Codes• MUBEC - Maine Uniform Building and Energy Code

2015 International Building Code - IBC 2009 IECC: International Energy Conservation Code 2015 IEBC: International Existing Building Code

• NFPA 101 Life Safety

Accessibility Codes• UFAS Fair Housing Act Section 504• State of Maine Human Rights Act• ADAAG Americans with Disabilities Act• ICC ANSI 117.1 Accessible and Usable Buildings and Facilities

PROJECT SUMMARY:

This is the second phase in the renovation of the Reed School. The school consists of the original 1926 building and a 1960 addition. Phase 1 converted the addition into a daycare facility. Phase 2 will convert the original 1926 building into 8 apartment units.

This building is an historic renovation and is subject to the provisions and exceptions provided by the International Building Code's Chapter 12: Historic Buildings.

Square Footages:

I-4 = 16,509 SF (PHASE 1)R-2 = 9,272 (PHASE 2) FLOORS 1 & 2S-1 = 4,636 (PHASE 2) BASEMENT

Unit Count:

8 units

CODE SUMMARY :

Chapter 3- Use and Occupancy Classification

310.4 Residential Group R-2 apartments

Chapter 4-420 Group R-2420.2 Separation Walls. Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling and sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708.

420.3 Horizontal Separation. Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from all other occupancies contiguous to them in the same building shall be constructed as horizontal asseblies in accordance with section 711.

*IEBC 1205.4 Occupancy Separation. Required occupancy separations of 1 hour may be omitted when the building is provided with an approved automatic sprinkler system.

New horizontal and vertical assemblies separating dwelling units will be rated 1-hr. Existing assemblies to remain meet the requirements of the code.

Chapter 5- General Building Heights and Areas

Table 504.3 Allowable building height in feet above grade planeoccupancy R, S13R, Type VB = 60' max height above grade plane

Table 504.4 Allowable number of stories above grade planeoccupancy R-2, S13R, Type VB = 3 stories max above grade plane.

Table 506.2 Allowable area factoroccupancy R-2, S13R, Type VB = 7,000 SF max

506.2.4 Mixed-occupancy, multi-story buildingsEach story of a mixed-occupancy building with more than one story above grade plane shall individually comply with the applicable requirements of Section 508.1.

Exception: For buildings designed as separated occupancies under Section 508.4 and equipped throughout with an automatic sprinkler system installed in accordance with 903.3.1.2, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories determined in accordance with Equation 5-3 based on the applicable provisions of Section 508.1, shall not exceed four.

508 Mixed Use and Occupancy508.1 General

508.2 Accessory OccupanciesAggregate accessory occupancies, ancillary to principaI occupancy, shall notoccupy more than 10% of the building area of the story and shall not exceedTable 503 values (without building area increases). Accessory occupancies shallbe individually classified.

Note: Storage areas on each floor account for less than 10% of total floor area and are Accessory Occupancies (non-separated).

508.2.4 No separation is required between accessory occupancies and the mainoccupancy. (Exception 2: R2 occupancy dwelling units must be separated fromaccessory occupancies per Section 420 (1 hour).

508.4 Separated Occupancies508.4.1 Occupancy ClassificationSeparated Occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building.

508.4.2 Allowable building area.In each story, the building area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1.

sum of the ratios not to exceed 4 per 506.2.4.

I4 actual: 16,509 + R2 actual: 4,636 = 1.12 < 4I4 allowable:36,000 R2 allowable: 7,000508.4.4 Separation.Individual Occupancies shall be separated from adjacent occupancies in accordance with table 508.4

Group R required to be separated from Group I-4 with 1 hour separation per TABLE 508.4

508.4.3 Allowable Height: Each separated occupancy shall comply with buildingheight limitations based on the type of construction

Type VB:Occupancy Allowed ActualRꞏ2 Residential 3 Stories 2 Stories

Table 601 - Fire Resistance Ratings for Building Elements

Building Element Type VB

Primary Structural Frame 0 hourBearing Walls

Exterior Walls 0 hourslnterior Walls 0 hour

Non-Bearing Walls andPartitions. Exterior (See Table 602)Non-Bearing Walls andPartitions, Interior 0 hourFloor Construction andSecondary Members 0 hourRoof Construction andSecondary Members 0 hour

Table 602- Fire Resistance Rating Requirements For Exterior Walls Basedon Fire Separation Distance (non-loadbearing walls)

Fire Separation Dist. Construction Type Group I,R

x < 5' All 1 hour

5' < x <10' Type VB 1 hour

10' < x < 30' Type VB 0 hour

x > 30' All 0 hour

**Higher of 2 determining factors (Tables 601 and 602) indicate exterior bearingwalls to be 0 hour fire resistance rated.

602.3 Type V ConstructionStructural elements, exterior walls, and interior walls are of any materials permitted by Code.

Chapter 7- Fire and Smoke Protection Features

705 Exterior Walls705.2 Projections shall not extend any closer to the line used to determine the fire separation distance than shown in Table 705.2

T705.2 Minimum Distance of Projection. Fire Separation Distance > 3'-0"; minimum distance from line used to determine FSD = 24" plus 8 inches for every foot of FSD beyond 3 feet or fraction thereof.

705.8.1 Allowable area of openings. The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8

Table 705.8 Maximum Area of Wall Openings Based on Fire SeparationDistance and Degree of Opening Protection

Fire Separation Dist. Degree of Opening Protection Allowable Area

0' to less than 3' Unprotected, Sprinklered Not Permitted

3' to less than 5' Unprotected, Sprinklered 15%




20' to less than 25' Unprotected, Sprinklered No Limit

25' to less than 30' Unprotected, Sprinklered No Limit

30' or greater Unprotected, Sprinklered Not Required

705.8.5 Vertical Separation of openingsNot Required, Exception no. 2, Automatic Sprinkler System in accordance with 903.3.1.1

705.11 ParapetsNot required on exterior walls per Exception No. 1, The wall is not required to be fire-resistance rated in accordance with Table 602 because of fire separation distance.

707 Fire Barriers (shafts, exit and floor opening enclosures)707.3.1 Shaft enclosures shall comply with Section 713.4 (1 hour)

707.3.2 The fire resistance rating of exit enclosures shall comply with Section1023.1 (1 hour).

* IEBC 1203.6 Stairway Enclosure.In buildings of three stories or less, exit enclosure construction shall limit the spread of smoke by the use of tight-fitting doors and solid elements. Such elements are not required to have a fire resisitance rating.

*IEBC 1203.4 Transoms.In groups of R-2 occupancy, existing transoms in corridors and other fire-resistance-rated wallls may be maintained if fixed in the closed position. A sprinkler shall be installed on each side of the transom.

The existing stair walls meet the requirements of the IEBC that the walls be smoke-tight. The new wall enclosing the stair and separating it from the first floor will be 1 hour fire-rated.

707.3.6 Incidental Accessory Occupancies Fire barriers separating incidentalaccessory occupancies shall have a fire resistance rating of not loss than thatindicated in Table 509. Not required due to automatic sprinkler system.

707.6 Openings in fire barrier shall be protected in accordance with Section 716.Openings shall be limited to a maximum aggregate width or 25% of length ofwall, with max area of any single opening not to exceed 156 sf. Openings in exitenclosures and passageways shall comply with Sections 1019, 1023.4 and 1024.5.• Exception 1: Openings not limited to 156 sf with automatic sprinkler

systems.• Exception 2: Openings not limited to 156 sf or 25% of length at fire door

serving exit enclosure.

713 Shaft Enclosures (stairs, chutes, elevators, duct shafts, etc.)713.2 Shaft enclosures to be constructed as fire barriers

713.4 Shaft enclosures shall have a 1 hour fire resistance rating whereconnecting less than 4 stories.

*IEBC 2015 1203.7 One-hour fire-resistant assemblies.Where 1-hour fire-resistance-rated construction is required by these provisions, it need not be provided, regardless of construction or occupancy, where the existing wall and ceiling finish is wood or metal lath and plaster.

713.7.1 Penetrations other than those necessary for the purpose of the shaftshall not be permitted.

714 Penetrations714.3 Fire-resistance-rated walls. Penetrations into or through fire walls, fire barriers, smoke barrier walls and fire partitions shall comply with Sections 714.3.1 through 714.3.3

708 Fire Partitions (exit access corridors, dwelling unit separations, etc.)

708.1 General

Fire partitions shall have a fire resistance rating of not less than 1 hour.• Walls Separating Dwelling Units (420.2) One hour• Corridor Walls per Table 1020. 1/2 hour(when fully

sprinklered perNFPA 13)


708.4 Continuity: Fire partitions shall extend from floor below to underside offloor/roof sheathing above. Supporting structure shall be protected simliarly towall. Fire blocking is not required if equipped with automatic sprinkler systemand sprinklers are installed within combustible floor/ceiling and roof/ceilingspaces.

708.5 Where exterior walls serve as part of the required fire resistance ratingseparation, walls shall comply with Section 705 Exterior Walls and fire resistancerated requirements shall not apply.

711.2.4.3 Dwelling units and sleeping units. Horizontal assemblies serving as dwelling or sleeping unit separations in accordance with Section 420.3 shall be not less than 1-hour fire-resistance-rated constructionException: 1/2 hour rating required when sprinklered.


711.2.6 Ceiling membrane not required over unusable crawl spaces or unusableceiling spaces.

716.5 Fire Door and Shutter AssembliesTable 716.5Type of Assembly Required Assembly Rating Min Door Assembly

Rating (hrs)

Fire walls and fire barriers 1 hour 3/4 hourExit access enclosures (1hr) 1 hour 1 hourFire Partitions

Corridor walls .5 hour 1/3 hourOther fire partitions 1 hour 3/4 hour

716.5.3.1 Fire door assemblies shall meet requirements for smoke and draftcontrol door assemblies

Chapter 8- Interior Finishes

Table 803.11 Interior Wall and Ceiling Finish RequirementsBy Occupancy- SprinkleredGroup Exit Enclosures Corridors Rooms and Enclosed SpacesR-2 Class C Class C Class C

Chapter 9- Fire Protection Systems

Table 903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area.

903.3.1.2 NFPA 13R Sprinkler SystemsThe building will be equipped throughout with an automatic sprinkler system inaccordance with NFPA 13R

903.3.2 Quick response or residential automatic sprinklers shall be installed indwelling units.

903.4 Valve controlling water supply for automatic sprinkler system shall beelectronically supervised by a fire alarm control unit.

905 Standpipe Systems905.2 Standpipe Systems will be provided in accordance with NFPA 14

905.3.1 Height- Class 1 Standpipes are allowed in buildings equippedthroughout with an automatic sprinkler system.

905.4 Class I standpipe hose connections shall be provided in the followinglocations:• In every stairway at an intermediate floor level between floors, unless

otherwise approved by the fire code official• On each side of the wall adjacent to exit opening of horizontal exit (Not

required where hose stream is reachable).

906 Portable Fire Extinguishers- Required in Group R-2• in each dwelling unit provided with a minimum rating of 1-A:10-B:C• on each floor of structures under construction• where required by the International Fire Code Table 906.1• special hazard areas where required by the code official

907 Fire Alarm and Detection Systems907.2 Where Required-New Buildings and StructuresException 2: The manual fire alarm box is not required for Group R-2 occupancies unless required by the fire code official to provide a means for fire watch personnel to initiate an alarm during a sprinkler system impairment event. Where provided, the manual fire alarm box shall not be located in an area that is accessible to the public.

907.2.9.2 Group R-2: Manual fire alarm station is not required per exception 2, where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and the occupant notification appliances will automatically activate throughout the notification zones upon a sprinkler water flow.

907.2.11 Smoke alarms shall be installed per Section 907.2.11 (within sleepingunits)

907.2.11.2 Group R-2: Smoke alarms shall be installed outside each sleepingarea and within each room used for sleeping.

907.5.2.3.3 Group R-2: All dwelling and sleeping units shall be capable ofsupporting visual alarm notification and extended to the unit smoke detectors.

912.2.1 Fire Department Connections: Locations as approved by fire chief sovehicles and hose lines will not interfere with building access (visible location onstreet side of building).

Chapter 10- Means of Egress

1004 Occupant LoadTable 1004.1 Maximum Floor Area Allowances per OccupantResidential 200 gross sf

1005 Egress Width

Function of Location Floor Area Occupants Req'd EgressSpace Width (1005.1)

Residential 4636 sf max 23 x .3" 6.9" Stairs(23 occupants) 23 x .2" 4.6" Other

Notes:1. min 36" wide doors and 36" wide stairs provided within units, minimum 44"

wide stairs provided elsewhere.

1006.2.1 spaces with one exit or exit access doorwayR-2, max OL = 10, 125' max common path of egress travel distance with sprinkler

1009 Accessible Means of Egress

1009.3 StairwaysClear width 48". Not Required in buildings with automatic sprinkler system.Exception no. 2Area of Refuge- Not Required in Group R-2, Exception no. 8

1010 Doors, Gates and Turnstiles1010.1.1 Size of Doors- Minimum Clear width = 32", maximum leaf width 48"Exception no. 1- Minimum and maximum widths do not apply to door openingsnot part of the required means of egress in Group R-2 occupancies.

1010.1.5 Provide a level landing on each side of door, except at exteriorlocations with 2% slope pitch for drainage.

1010.1.8 48" plus door width required minimum space between doors in series.

1010.1.9.10 Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.

1011 Stairways1011.2 Stairway width - Minimum required width of 44".Exception 1: Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches.

1011.3 Headroom 80 inches minimum measured vertically from a line connecting the edge of the nosings.

1011.11 Handrails required on each side of stair.Exception 1: Stairways within dwelling units are permitted to have a handrail on one side only.

Section 1017 Exit Access

1017.2 Exit Access Travel Distance.Group R sprinklered max distance = 250'

NFPA 101 - 2009OCCUPANCY - RESIDENTIAL - NFPA 6.1.8CONSTRUCTION TYPE NFPA TABLE A.8.2.1.2 (V000) - NFPA TABLE A.8.2.1.2SPRINKLED WITH NFPA 13RSTAIR MATERIALS SAME AS BUILDING CONSTRUCTION 7.2.2.3.1.2NO DIAGONAL MEASUREMENT SEPARATION REQUIRED 7.5.1.3.5

COMMON PATH OF TRAVEL < 50 FT. 30.2.5.3.2DEAD END CORRIDOR < 50 FT. 30.2.5.4.2TRAVEL DISTANCE FROM UNIT TO EXIT < 200 FT. 30.2.6.3.2TRAVEL DISTANCE WITHIN UNIT < 125 FT. 30.2.6.2SPRINKLED BLDG. EXIT ENCLOSURE 1 HOUR 30.2.2.1.2AREA OF REFUGE NOT REQUIRED 30.2.2.12.1CORRIDOR WALLS: 1/2 HOUR (SPRINKLED) 30.3.6.1.2CORRIDOR DOORS: 20 MIN. RATED (.33 HOURS) 30.3.6.2.1.CORRIDOR DOORS: SELF CLOSING AND SELF LATCHING 30.3.6.2.3DWELLING UNIT DEMISING WALLS: 1/2 HOUR 30.3.7.2

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Accessibility Review for the Proposed Alterations to the Reed School, The existing school building will be changed into 8 apartments.

Residential Use Apartments (R-2)1. MAINE HUMAN RIGHTS ACT

The project is not financed with public funds, nor does it have more than 20 units, and is therefore not “Public Housing” and Accessible Units are not required. (Maine Revised Statutes, 4582-C, 1. F, 2 and 3.B).The cost of the alterations will not exceed 75% of the replacement cost of the completed facility and therefore cannot be considered to be “new construction.” For this reason the conditions pertaining to “Covered Multifamily Dwellings” do not apply, including the requirement for an accessible route into and through the building. (Maine Revised Statutes, 4582-C, 1. E, 2 and 3.A).

2. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGNThe Apartments are not constructed by, on behalf of, or for the use of a Public Entity and therefore do not have to comply with the requirements of Title II, 2010 ADA. (28 CFR Part 35, 35.151 a). The Apartments are not a place of public accommodations or a commercial facility and therefore do not have to comply with the requirements of Title III, 2010 ADA. (28 CFR Part 36, 36.402 b).

3. IEBC 2015, CHAPTER 7, SECTION 705, ALTERATIONS—LEVEL 1705.1 A facility that is altered shall comply with the applicable provisions of Sections 705.1.1 through 705.1.14, and Chapter 11 if the International Building Code705.1 exception 3. Type B dwelling units required by Section 1107 of the IBC 2015 are not required to be provided in existing facilities undergoing less than a Level 3 alteration. 705.1.8 .Type A accessible units are not required where there are less than 20 units (IBC 2015, 1107.6.2.2.1). 705.2.Where an alteration contains an area of primary function, the route to the primary function shall be accessible. 705.2 exception 5 – this provision does not apply to Type B units.

The facility is undergoing a Level 3 alteration, therefore 705.1 exception 3 does not apply and Type B units as specified in Chapter 11 of the IBC are required. IBC 1107.7.1.1 states that where there is no elevator service in a structure, only one story is required to have Type B units. The requirement for an accessible route to that story is overridden by the scoping clause (1012.8.2) in Chapter 10, Change of Occupancy (see item 6 below).

The four units on the First floor will be Type B units

4. IEBC 2015, CHAPTER 8, SECTION 806, ALTERATIONS—LEVEL 2Required to comply with Section 705 (see item 3 above).806.2 an accessible route shall be provided where a stair or escalator is added where none existed before. The stairs exist and an accessible route is not required.

5. IEBC 2015, CHAPTER 9, SECTION 906, ALTERATIONS—LEVEL 3906.2. Where four or more R-2 dwelling units are being altered, the requirements of Section 1107 of the International Building Code for Type B units apply only to the quantity of spaces being altered.This requirement is overridden by the scoping clause (1012.8.2) in Chapter 10, Change of Occupancy (see item 6 below)

6. IEBC 2015, CHAPTER 10, CHANGE OF OCCUPANCY1012.8 Accessibility. 1012.8.2 Complete Change of Occupancy requires compliance with Section 705 (see item 3 above), Section 806 (see item 4 above), and Section 906 (see item 5 above), and shall have• 1, one accessible building entrance, • 2, one accessible route to primary function areas, • 3, signage per IBC Section 111. • 4, Accessible parking where parking is provided• 5, one accessible passenger loading zone where loading zones are provided• 6, one accessible route connecting accessible parking and loading to an accessible entrance

1012.8.2 exception – the accessible features listed in items 1 through 6 aboveare not required for an accessible route to Type B units.We have asked IBC Technical Services Dept for a ruling on this and it was confirmed by Mr. John Gonzalez that, even though IBC is referred to in IEBC Chapter 9 (906.2) and Chapter 7 (705.1), the work is being done in an existing building and not in a new building, and the scoping requirements of the IEBC override that of IBC. Therefore an accessible entrance, an accessible route, and accessible parking is not required.

7. THE FAIR HOUSING ACTThe Fair Housing Act does not apply to buildings built for first occupancy before March 1991.

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NEW 1-HR RATED PARTITION AND DOOR

UP

DEAD END CORRIDOR DISTANCE = N/A

1020.4 Ex. 2 2015 IBC (not to exceed 50'-0" sprinklered)NFPA 101 30.2.5.4.2 (not to exceed 50'-0" sprinklered)

DISTANCE TO COMMON PATH OF TRAVEL = 10'-0"

(distance not to exceed 75'-0")

1014.3 2009 IBC

MAXIMUM TRAVEL DISTANCE TO EXIT = 40'-0" (in unit) + 14'-10" = 64'-10"

1017.2 2015 IBC (R-2 not to exceed 250' sprinklered) NFPA 101 30.2.6.2 (125'-0" within a unit)

NFPA 101 30.2.6.3.2 (200'-0" from entrance door to exit)

EXISTING 1 HR SEPARATION

SEAL ALL PENETRATIONS IN SMOKE-TIGHT BARRIER

IEBC 2015 1203.6 Stairway EnclosureTIGHT FITTING DOORS AND SOLID ELEMENTS - NO FIRE RESISTANCE REQUIRED

IEBC 1203.7 ONE-HOUR NOT REQUIRED

UP

DN

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PROJECT NORTH

777 SF

1BR21

768 SF

1 BR22

795 SF

1BR24

792 SF

1 BR23

EXISTING WALL-MOUNTED HANDRAIL AT 29" - REMOVE AND REINSTALL AT 34" ABOVE NOSING PER NFPA 101 SEC. 7.2.2.4.4.2

DEAD END CORRIDOR DISTANCE = N/A




1014.3 2009 IBC

MAXIMUM TRAVEL DISTANCE TO EXIT = 40'-0" (in unit) + 14'-10" = 64'-10"





IEBC 1203.7 ONE-HOUR NOT REQUIRED


A6.00

2 ONE-HOUR SHAFT ONE-HOUR SHAFT

UP

UP

UNEXC.

APPROX. 4730 SQ FT.

UP

SLIDING FIRE DOOR

PROJECT NORTH

SPRINKLER ROOM

TENANTSTORAGE

ADJACENT BUILDING

(PHASE ONE)

88 SF

TENANTSTORAGE

185 SF

TENANTSTORAGE

294 SF

TENANTSTORAGE

3

93 SF

TENANTSTORAGE

477 SF

TENANTSTORAGE

5

77 SF

TENANTSTORAGE

6

141 SF

TENANTSTORAGE

7161 SF

TENANTSTORAGE

8



1014.3 2009 IBC


MAXIMUM TRAVEL DISTANCE TO EXIT 53'-4"



DEAD END CORRIDOR DISTANCE = 18'-2"



NEW WALL - 1 HOUR

SMOKE-TIGHT PARTITION

DEAD END CORR. TRAVEL LENGTHCOMMON PATH OF TRAVEL LENGTH

EXIT ENTRANCE

EXIT ENTRANCE

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1/8" = 1'-0"2 1ST FLOOR LIFE SAFETY PLAN

1/8" = 1'-0"3 SECOND FLOOR LIFE SAFETY PLAN

1/8" = 1'-0"1 BASEMENT LIFE SAFETY PLAN

1/8" = 1'-0"LIFE SAFETY LEGEND

DEMO NOTESREMOVE ALL WINDOWS, PLYWOOD PROTECTION, AND METAL PROTECTION GRIDS

UNDERSLAB HORIZONTAL

CHASE SPACE

ABANDONED STAIR

SLIDING FIRE DOOR TO REMAIN

UP

DEMO MECHANICAL ENCLOSURE

EXISTING ELECTRICAL PANEL

PROJECT NORTH

SPRINKLER ROOM

MECH. ROOM

PROJECT NORTH

REMOVE PARTIAL HEIGHT WALL

INFILL FLOOR OPENING

REMOVE AND SALVAGE CHALKBOARD

REMOVE DOORSUP

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11

REMOVE DOORS

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1/8" = 1'-0"1 BASEMENT EXISTING/DEMO PLAN

1/8" = 1'-0"2 SECOND FLOOR

1/8" = 1'-0"3 LEVEL 1 PLAN Copy 1

DEMO NOTESREMOVE ALL PLYWOOD PROTECTION AND METAL PROTECTION GRIDS FROM WINDOWS

REFERENCE RCPS FOR ADDITIONAL DEMO NOTES

REMOVE CHALKBOARDS AND SALVAGE FOR REINSTALLATION

1. REMOVE WALL BASE AND CHAIR RAIL WHERE INDICATED - SALVAGE FOR INSTALLATION

UP

UP

UNEXC.

APPROX. 4730 SQ FT.

NOTESNEW WOOD WINDOWS TO MATCH HISTORIC PROFILES, TYPICAL

ABANDONED STAIR

UP

REPAIR MASONRY AS REQUIRED AFTER REMOVAL OF MECHANICAL ENCLOSURE

SLIDING FIRE DOOR

PROJECT NORTH

SPRINKLER ROOM

TENANTSTORAGE

ADJACENT BUILDING

(PHASE ONE)

A2.021

A2.031

88 SF

TENANTSTORAGE

185 SF

TENANTSTORAGE

294 SF

TENANTSTORAGE

3

93 SF

TENANTSTORAGE

477 SF

TENANTSTORAGE

5

77 SF

TENANTSTORAGE

6

141 SF

TENANTSTORAGE

7161 SF

TENANTSTORAGE

8 A2.023

STAIR B16

MAINTAIN MIN. 44" EGRESS WIDTH

THROUGH CORRIDOR

CHAINLINK STORAGE ENCLOSRES WITH KEYED LOCKING GATES11'-1 1/2" 10'-2" 11'-2"

8'-7

1/2

"4'

-1 1

/2"

8'-6

"

9'-1" 9'-0 1/2" 7'-4"

4'-5

"

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:1/

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A1.00

BASE

MEN

T PL

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/15/

2018

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RS

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1/4" = 1'-0"1 BASEMENT

WD

WD

W D

W D

REF.REF.

REF. REF.

UP

A2.01 1

A2.021

A2.031

A6.00

3

OPENING CASEMENT TO REMAIN - INFILL WALL

A6.00

1

DNUP

DN

CENTER WALL BETWEEN WINDOWSCENTER WALL BETWEEN WINDOWS

A2.023

MAIL15

ABANDONED STAIR

DN

DN

DN

1 BR13

1 BR12

1 BR14

100

102

U2

U2

U1

U1

U5

U5

U6

U2

U1

U1

U5

U5

U6

104105

106

101

103

1'-0

"

U3

U4

U2

U3

U4

U2

U3

U4

U2

U3

U4

U2

1 BR11

3 1/

2"4'

-1 1

/4"

3 1/

2"

2'-1

"

3 1/

2"5'

-0 5

/8"

STAIR A

STAIR BREINSTALL CHALKBOARD FROM OPPOSITE WALL

RECREATE CHALKBOARD FROM LONG SECTIONS AND INSTALL

REINSTALL CHALKBOARD FROM

OPPOSITE WALL


OPPOSITE WALL

W04

W04

W04

W02W01

ALL WALLS TO BE TYPE W03 UNLESS NOTED OTHERWISE

FUR OUT WALL TO INSTALL MAILBOXES

1'-2

"3

1/2"

PLACE WALL TO AVOID WINDOW SILL

3 1/2"

2'-1 1/4"

3 1/2" 6'-2" 3 1/2" 2'-6" 3 1/2" 15'-4"

DIM FROM F.O. WALL

WALL LAYOUTS ARE SIMILAR FOR ALL

FIRST FLOOR UNITS

W01

REFERENCE FIRST FLOOR

PLANS

GUESTROOM 1

15

110 109

U1

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:1/

4" =

1'-0

"

A1.01

FIRS

T FL

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PLAN

06/1

5/20

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1/4" = 1'-0"1 1ST FLOOR

1/4" = 1'-0"2 LEVEL 1.5

NOTES:REFURBISH EXISTING WINDOWS, TYPPROVIDE NEW STORM WINDOWS AT ALL EXISTING WINDOWSSHADED WALLS ARE NEWNEW UNIT BATHROOMS AND KITCHENSREPAINT ALL WALLS AND CEILINGSSTRIP AND REFINISH ALL FLOORS REPAIR EXISTING PLASTER WALLS AS REQ'DEXISTING WALLS ARE WOOD FRAMED WITH PLASTER AND WOOD LATH

W D WD

WDW D

REF.

REF.

REF.

REF.

UP

DN

DN

NEW UNIT ENTRY DOORS IN EXISTING OPENINGS, TYP

NOTES:REFURBISH EXISTING WINDOWS, TYPPROVIDE NEW STORM WINDOWS AT ALL EXISTING WINDOWSSHADED WALLS ARE NEWNEW UNIT BATHROOMS AND KITCHENSREPAINT ALL WALLS AND CEILINGSSTRIP AND REFINISH ALL FLOORSREPAIR EXISTING PLASTER WALLS AS REQ'DEXISTING WALLS ARE WOOD FRAMED WITH PLASTER AND WOOD LATH

INFILL FLOOR OPENING

PROJECT NORTH

777 SF

1BR21

768 SF

1 BR22

795 SF

1BR24

792 SF

1 BR23

A2.023

GUESTROOM 2

25

U6

205

U1

U1

U2

U2

U5

U5

U6

202

201

U1

U1

U2

U2

U5

U5U1

204

U3

U4

U2

U3

U2

U3

U4

U2

U3

U4

U2

STAIR A

STAIR BREINSTALL CHALKBOARD FROM OPPOSITE WALL


OPPOSITE WALL


OPPOSITE WALLREINSTALL CHALKBOARD FROM OPPOSITE WALL

A6.00

2

3 1/

2"4'

-1 1

/4"

3 1/

2"

2'-1

"

3 1/

2"5'

-0 5

/8"

CENTER WALL BETWEEN WINDOWS

PLACE WALL TO AVOID WINDOW SILL

WALL LAYOUTS ARE SIMILAR FOR ALL

FIRST FLOOR UNITS

U4

3 1/2"2'-1 1/4"

3 1/2" 6'-2" 3 1/2" 2'-6" 3 1/2" 15'-4"

INT. DIM10 1/4"

2'-1

"

ALL WALLS TO BE TYPE W03 UNLESS NOTED OTHERWISE

W02

SHAFT FOR KITCHEN AND BATH EXHAUST TO ROOF CONTINUOUS THROUGH ROOF SPACE

W02

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:1/

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"

A1.02

SECO

ND F

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PLA

N06

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1/4" = 1'-0"1 SECOND FLOOR

LEVEL 223'-10 1/2"

ROOF41'-4 1/2"

ENTRY LEVEL4'-9 1/2"

LEVEL 110'-8 1/2"

SPECIFIC NOTES1. REPAIR/REPLACE PRECAST BAND/LINTEL/SILL2. REMOVE GRAFFITI3. REPLACE MISSING BRICK4. REPAIR MISSING/ROTTED TRIM/CORNICE5. PROVIDE NEW COATING ON SILL TOP6. DEMOLISH MECHANICAL ENCLOSURE7. PROVIDE NEW GRILL8. PROVIDE NEW EPDM ROOF AND METAL DRIP EDGE9. PROVIDE NEW METAL ROOF10. PROVIDE CHIMNEY CAP11. REMOVE SIGN/BIRDHOUSE/ELEC BOXES12. PATCH/REPAIR DOOR13. REPAINT GRILL/MISC. ELEMENT

GENERAL NOTESREMOVE ALL PLYWOOD WINDOW PROTECTIONREFURBISH ALL WINDOWSPROVIDE EXTERIOR STORM WINDOWSREPAINT ALL TRIMSCRAPE AND REPAINT STEEL LINTELSREMOVE EXISTING AND PROVIDE NEW EPDM AND METAL DRIP EDGE ABOVE CORNICESREPOINT ALL JOINTS IN PRECAST

1

2

1

1

4

1 1

6

1

7

4

8

10

13

1

2

4

4

6

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A2.01

NORT

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1/8" = 1'-0"1 NORTH ELEVATION

LEVEL 223'-10 1/2"

BASEMENT0"


LEVEL 110'-8 1/2"5

4

1

9

4

11

11

55

12

LEVEL 223'-10 1/2"

BASEMENT0"


LEVEL 110'-8 1/2"

PHASE ONE (1960) ADDITION



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:A

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A2.02

EAST

AND

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06/1

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1/8" = 1'-0"1 EAST ELEVATION

1/8" = 1'-0"3 WEST ELEVATION

LEVEL 223'-10 1/2"

BASEMENT0"


LEVEL 110'-8 1/2"PHASE ONE BUILDING

4

1

1

1

11

12

12 12

13

13

11

11

1

1

13

13



41

5

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A2.03

SOUT

H EL

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06/1

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1/8" = 1'-0"1 SOUTH ELEVATION

PLAN

BASE

HEA

D

6

1

2

3

3

1. WOOD FRAMING - WOOD STUDS, NOM. 2 IN BY 4 IN., SINGLE TOP PLATE AND SINGLE BASE PLATE

2. TYPE X GYP BOARD - 5/8 IN. THICK, 4 FT WIDE. GYPSUM BOARD SECURED TO STUDS WITH 1" LONG TYPE S-12 STEEL SCREWS SPACED 12" O.C. GYPSUM BOARD JOINTS ORIENTED VERTICALLY, LOCATED OVER STUDS AND OFFSET BETWEEN LAYERS. GYP HELD UP FROM FLOOR MIN 1/4" TO 3/8" FOR INSTALLATION OF ACOUSTIC SEALANT - TYPICAL.

3. CAULKING AND SEALANTS - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL, BOTH SIDES OF WALL.

4. BLOCKING - (NOT SHOWN) WOOD BLOCKING AS NEEDED5. TAPE AND COMPOUND - (NOT SHOWN) VINYL, DRY OR PREMIXED

JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS, PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS.

6. BASE

NON-BEARING PARTITION

1

W03

PLAN

BASE

HEA

D

1. WOOD FRAMING - WOOD STUDS, NOM. 2 IN BY 4 IN., DOUBLE TOP PLATE AND SINGLE BASE PLATE

2. TYPE X GYP BOARD - NOM. 5/8 IN. THICK, 4 FT. WIDE, GYP BOARD PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERT. OR HORZ.. SINGLE LAYER INSTALLED ON EA. SIDE OF STL STUDS. VERTICAL JNTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORZ. EDGE JNTS AND HORZ. BUTT JNTS NEED NOT BE BACKED BY FRAMING. HORZ. EDGE JNTS AND HORZ. BUTT JNTS ON OPPOSITE SIDES OF STL STUDS NEED NOT BE STAGGERED. PANELS ATTACHED TO STL STUDS AND FL RUNNER WITH 1-14 IN. LONG TYPE S STL SCREWS SPACED 8 IN. O.C. WHEN APPLIED HORZ., OR 8 IN. O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. O.C. IN THE FIELD WHEN APPLIED VERT.. WHEN USED IN WDTH OTHER THAN 48 IN., GYP PANELS TO BE INSTALLED HORZ.. UNITED STATES GYP COMPANY -5/8" SHEETROCK BRAND FIRECODE CORE GYP PANELS

3. FIBER, DRY - DRY DENSE PACKED CELLULOSE MATERIAL. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. NOM. DRY DENSITY OF 3LBS./FT3.

4. JOINT TAPE AND COMPOUND - (NOT SHOWN) VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOISTS AND SCREW HEADS, PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JNTS.

5. LATERAL BRACING - (NOT SHOWN) - RIGHT ANGLE-SHAPED, SUPPLIED WITH NOTCHES SPACED 12, 16, OR 24 IN. O.C., FRICTION-FITTED TO THE CUT-OUTS IN THE STL STUDS, SUPPLIED IN 7/8 IN. BY 7/8 IN. BY 50 IN. LENGTHS. LATERAL BRACING BARS FABRICATED FROM MIN. 20 MSG GALV. STL. THE BRACING SHALL MEET THE 1996 EDITION OF THE AMERICAN IRON AND STL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STL STRUCTURAL MEMBERS".

6. MESH NETTING - (NOT SHOWN) - ANY THIN WOVEN OR NON-WOVEN FIBROUS NETTING MATERIAL ATTACHED WITH STAPLES TO THE OUTER FACE OF ONE ROW OF STUDS TO FACILITATE THE INSTALLATION OF THE SPRAYED FIBER FROM THE OPPOSITE ROW.

7. UNDERSIDE OF EXISTING PLASTER CEILING

1

1

1

3

2

1 HR NON-BEARING FIRE BARRIERDESIGN NUMBER - UL U341W01LABEL 1

HR

NOTE: HORIZONTAL BLOCKING AT 4'-0" O.C. TO PREVENT INSULATION FROM SETTLING.

3 1/2"

VARIES TO ALIGN WITH ADJACENT FACES

3 1/2"

7

HEA

D

1. WOOD FRAMING - WOOD STUDS, NOM. 2 IN BY 4 IN., DOUBLE TOP PLATE AND SINGLE BASE PLATE, SEE STRUCTURAL FOR; STUD LAYOUT BRACING, AND FASTENERS.

2. TYPE X GYP BOARD - NOM. 5/8 IN. THICK, 4 FT. WIDE, GYP BOARD PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERT. OR HORZ.. SINGLE LAYER INSTALLED ON EA. SIDE OF STL STUDS. VERTICAL JNTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. HORZ. EDGE JNTS AND HORZ. BUTT JNTS NEED NOT BE BACKED BY FRAMING. HORZ. EDGE JNTS AND HORZ. BUTT JNTS ON OPPOSITE SIDES OF STL STUDS NEED NOT BE STAGGERED. PANELS ATTACHED TO STL STUDS AND FL RUNNER WITH 1-14 IN. LONG TYPE S STL SCREWS SPACED 8 IN. O.C. WHEN APPLIED HORZ., OR 8 IN. O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. O.C. IN THE FIELD WHEN APPLIED VERT.. WHEN USED IN WDTH OTHER THAN 48 IN., GYP PANELS TO BE INSTALLED HORZ.. UNITED STATES GYP COMPANY -5/8" SHEETROCK BRAND FIRECODE CORE GYP PANELS

3. FIBER, DRY - DRY DENSE PACKED CELLULOSE MATERIAL. THE FIBER IS APPLIED WITH WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION INSTRUCTIONS SUPPLIED WITH THE PRODUCT. NOM. DRY DENSITY OF 3LBS./FT3.

4. JOINT TAPE AND COMPOUND - (NOT SHOWN) VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOISTS AND SCREW HEADS, PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JNTS.

5. LATERAL BRACING - (NOT SHOWN) - RIGHT ANGLE-SHAPED, SUPPLIED WITH NOTCHES SPACED 12, 16, OR 24 IN. O.C., FRICTION-FITTED TO THE CUT-OUTS IN THE STL STUDS, SUPPLIED IN 7/8 IN. BY 7/8 IN. BY 50 IN. LENGTHS. LATERAL BRACING BARS FABRICATED FROM MIN. 20 MSG GALV. STL. THE BRACING SHALL MEET THE 1996 EDITION OF THE AMERICAN IRON AND STL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STL STRUCTURAL MEMBERS".

6. MESH NETTING - (NOT SHOWN) - ANY THIN WOVEN OR NON-WOVEN FIBROUS NETTING MATERIAL ATTACHED WITH STAPLES TO THE OUTER FACE OF ONE ROW OF STUDS TO FACILITATE THE INSTALLATION OF THE SPRAYED FIBER FROM THE OPPOSITE ROW.

7. EXISTING WALL - NOTE: EXISTING WALL MAY BE DEMOLISHED IF FOUND TO BE STRUCTURALLY INSIGNIFICANT. IF SO, AIR SPACE BETWEEN ROWS OF STUDS SHALL BE 1"

8. UNDERSIDE OF EXISTING PLASTER CEILING

1

1

1

3

2

1 HR NON-BEARING FIRE BARRIERDESIGN NUMBER - UL U341 W02LABEL 1

HR

NOTE: HORIZONTAL BLOCKING AT 4'-0" O.C. TO PREVENT INSULATION FROM SETTLING.

3 1/2"

PLAN

BASE

8

PLAN

BASE

HEA

D

6

1

2

3

3

1. WOOD FRAMING - WOOD STUDS, NOM. 2 IN BY 4 IN., SINGLE TOP PLATE AND SINGLE BASE PLATE

2. TYPE X GYP BOARD - 5/8 IN. THICK, 4 FT WIDE. GYPSUM BOARD SECURED TO STUDS WITH 1" LONG TYPE S-12 STEEL SCREWS SPACED 12" O.C. GYPSUM BOARD JOINTS ORIENTED VERTICALLY, LOCATED OVER STUDS AND OFFSET BETWEEN LAYERS. GYP HELD UP FROM FLOOR MIN 1/4" TO 3/8" FOR INSTALLATION OF ACOUSTIC SEALANT - TYPICAL.

3. CAULKING AND SEALANTS - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL, BOTH SIDES OF WALL.

4. BLOCKING - (NOT SHOWN) WOOD BLOCKING AS NEEDED5. TAPE AND COMPOUND - (NOT SHOWN) VINYL, DRY OR PREMIXED

JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS, PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS.

6. BASE

NON-BEARING PARTITION

1

1 HR NON-BEARING FIRE BARRIERDESIGN NUMBER - UL U305W04LABEL 1

HR

2

3

5

12".

NOTE: CONSTRUCT AS YOU WOULD BUILD AN AREA SEPARATION WALL FROM THE BOTTOM UP. CUT LINER PANELS AND STUDS FULL LENGTH THEN PLACE J-RUNNERS ON TOP AND BUILD NEXT FLOOR SECTION. VERTICALLY ALIGN ALL CH-STUDS.

BOTTOM OF SHAFT TO BE ENCLOSED WITH 3 5/8" STUDS SUPPORTING (2) LAYERS OF 5/8" TYPE 'X' GYP BOARD

DUCT PENETRATIONS INTO THE SHAFT TO BE SUPPLIED WITH FIRE DAMPER

1" 1 1/4"5/8"

1. FLOOR, SIDE AND CEILING RUNNER - (NOT SHOWN) "J" -SHAPED RUNNER, MIN. 4 IN DEEP, WITH UNEQUAL LEGS OF 1 IN AND 2 IN, FABRICATED FROM MIN 24 MSG GALV. STL. RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN FROM ENDS AND NOT GREATER THAN 24 IN. O.C.

2. STEEL STUDS - "C-H" SHAPED STUDS, MIN 2 1/2" DEEP, FABRICATED FROM MIN 25 MSG GALV STL AND SPACED 24" O.C.

3. GYPSUM BOARD - GYPSUM LINER PANELS, NOM 1 IN. THICK, 24 IN. OR 600 MM (FOR METRIC SPACING) WIDE. PANELS CUT 1 IN. LESS IN LENGTH THAN FLOOR TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN "H" PORTION OF "C-H" STUDS OR THE GAP BETWEEN THE TWO 3/4 IN. LEGS OF THE "E" STUDS. FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF VERTICAL "J" -RUNNERS WITH 1-5/8 IN. LONG TYPE S STEEL SCREWS SPACED NOT GREATER THAN 12 IN. OC. WHEN WALL HEIGHT EXCEEDS LINER PANEL LENGTH, LINER PANEL MAY BE BUTTED TO EXTEND TO THE FULL HEIGHT OF THE WALL. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. IN SYSTEM I, BUTT JOINTS IN LINER PANELS ARE STAGGERED MIN 36 IN. BUTT JOINTS BACKED WITH 6 IN. BY 22 IN. STRIPS OF 3/4 IN. THICK GYPSUM WALLBOARD (ITEM 4). WALLBOARD STRIPS CENTERED OVER BUTT JOINTS AND SECURED TO LINER PANELS WITH SIX 1-1/2 IN. LONG TYPE G STEEL SCREWS, THREE SCREWS ALONG THE 22 IN. DIMENSION AT THE TOP AND BOTTOM OF THE STRIPS.

4. GYPSUM BOARD - GYPSUM PANELS, WITH BEVELED, SQUARE OR TAPERED EDGES, NOM 5/8 IN. THICK, 48 IN. OR 1200 MM WIDE, APPLIED VERTICALLY OR HORIZONTALLY, ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 12 IN. WHEN INSTALLED VERTICALLY OR 8 IN OC WHEN INSTALLED HORIZONTALLY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING.

5. SOUND BATT - MINERAL WOOL INSULATION BATTS.6. SEALANT - UL AND STC LISTED SEALANT FULL PERIMETER

BOTH SIDES.7. TAPE AND COMPOUND - (ADDED/NOT SHOWN) - VINYL, DRY OR

PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOISTS AND SCREW HEADS, PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS.

1 HR NON-BEARING SHAFT WALLDESIGN NUMBER - UL - U415 SYSTEM AW05LABEL 1

HR

PLAN

4

2 7/8"

3

BOTT

OM

OF

SHAF

T

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:1

1/2"

= 1

'-0"

A4.00

WAL

L TY

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06/1

5/20

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1 1/2" = 1'-0"W03WALL TYPE 03 - NON RATED PARTITION

1 1/2" = 1'-0"W01WALL TYPE 01 - WD STD - DEMISING

1 1/2" = 1'-0"W02WALL TYPE 02 - WD STD - DEMISING

1 1/2" = 1'-0"W04WALL TYPE 04 - 1HR RATED PARTITION

1 1/2" = 1'-0"W05WALL 05 - SHAFT WALL ASSEMBLY

1 HR CEILING ASSEMBLY(BASED ON GA FILE NOS. FC 5406 AND RC 2601)

1. EXISTING FLOOR ASSEMBLY -- PLASTER AND LATH REMOVED.2. TWO LAYERS OF 5/8” TYPE X GYPSUM BOARD -- DIRECTLY APPLIED TO FRAMING OR

FURRING. THE BASE LAYER OF GYPSUM BOARD IS APPLIED AT RIGHT ANGLES TO CEILING FRAMING 24” (610 MM) O.C. AND ATTACHED WITH 1” (25 MM) TYPE S OR S-12 DRYWALL SCREWS (FOR STEEL FRAMING) OR 1-1/4” (32 MM) TYPE W OR S DRYWALL SCREWS (FOR WOOD FRAMING) SPACED 24” (610 MM) O.C. THE FACE LAYER OF GYPSUM BOARD IS APPLIED AT RIGHT ANGLES TO THE FRAMING AND ATTACHED WITH 1-5/8” (41 MM) TYPE S OR S-12 DRYWALL SCREWS (FOR STEEL FRAMING) OR 1-7/8” (48 MM) TYPE W OR S DRYWALL SCREWS (FOR WOOD FRAMING) 12” (305 MM) O.C. AT END JOINTS AND INTERMEDIATE JOISTS AND 1-1/2” (38 MM) TYPE G DRYWALL SCREWS 12” (305 MM) O.C. PLACED 2” (50 MM) BACK ON EITHER SIDE OF END JOINTS. JOINTS OF THE FACE LAYER ARE OFFSET 24” (610 MM) FROM THE JOINTS IN THE BASE LAYER. FACE LAYER JOINTS AND FASTENERS ARE FINISHED TO LEVEL 1 AS SPECIFIED IN GA-214, LEVELS OF GYPSUM BOARD FINISH. FINISH AT EXTENTS TO PROVIDE CONTINUOUS RATINGS WITH EXISTING PLASTER CEILING

3. RESILIENT CHANNELS -- FORMED FROM MIN 0.020 IN. THICK GALV STEEL, 1/2 IN. DEEP BY 2-3/8 IN. WIDE AT THE BASE AND 1-3/8 IN. WIDE AT THE FACE AS SHOWN, SPACED 12 IN. OC PERPENDICULAR TO TRUSSES. CHANNELS SECURED TO EACH TRUSS WITH 1-1/4 IN. LONG TYPE S BUGLE HEAD STEEL SCREWS. CHANNELS OVERLAPPED 4 IN. AT SPLICES. TWO CHANNELS, SPACED 6 IN. OC, ORIENTED OPPOSITE EACH OTHER AT GYPSUM PANEL END JOINTS AS SHOWN IN THE ILLUSTRATION. ADDITIONAL CHANNELS SHALL EXTEND MIN 6 IN. BEYOND EACH SIDE EDGE OF PANEL.

4. SUSPENDED GYP CEILING SYSTEM - TO CONCEAL DUCTWORK - WHERE INDICATED ON RCP

2

1

3

4

LABEL 1 HR

1 HR RATED CEILING/FLOOR ASSEMBLYUL - L501

1. FLOOR UNDERLAYMENT -- MIN. 3/4 IN. (19 MM) THICK, MIN. COMPRESSIVE STRENGTH 1800 PSI

2. SUBFLOORING -- MIN 15/32 IN. THICK PLYWOOD MIN GRADE "C-D" OR "SHEATHING". FACE GRAIN OF PLYWOOD OR STRENGTH AXIS OF PANEL TO BE PERPENDICULAR TO JOISTS WITH JOINTS STAGGERED.

3. STRUCTURAL MEMBERS -- NOM. 2 IN. (51 MM) BY 10 IN. (254 MM) MAX. 16 IN.

4. GYPSUM BOARD -- 5/8 IN. (16 MM) THICK TYPE 'X' GYPSUM BOARD - FINISH AT EXTENTS TO PROVIDE CONTINUOUS RATINGS WITH EXISTING PLASTER CEILING

5. INSULATION -- FILL CAVITY WITH BLOWN-IN CELLULOSESUPPORTED BY MESH STAPLED TO FRAMING

6. SUSPENDED GYP CEILING SYSTEM TO CONCEAL DUCTWORK

7. NEW WOOD FLOOR -- MATCH AND ALIGN WITH EXISTING FLOOR FINISHES

2

1

3

4

5

LABEL 1 HR

6

7

MATCH HEIGHT OF EXISTING FLOOR

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1 1/2" = 1'-0"F1 1 HR FLOOR/CEILING ASSEMBLY

1 1/2" = 1'-0"F2 1 HR INFILL FLOOR/CEILING ASSEMBLY

3'-4

"

3'-4

"

TOWEL RAILS TOWEL RINGS

3'-5

1/2

"

TOP

OF

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2'-1

0"

MEDICINECABINET

6'-3

"

NOTE: VANITY SIZES LISTED ON UNIT DETAIL PLANS ARE CABINETWIDTHS - VANITY TOPS MUST BE 1" WIDER TO OVERHANG 1/2" EACH SIDE

VANITY ELEVATION

GYPBOARD MUST BE CONTINUOUS BEHIND TUB/SHOWERS ON ALL RATED WALLS (DEMISING WALLS, CORRIDOR WALLS AND WALLS ABUTTING STAIRS AND SHAFTS

SECOND LAYER OF GYPBOARD ON THESE WALLS TO COVER TUB/SHOWER FLANGES. RUN GYPBD TO CHANGE IN WALL DIRECTION

ALL GYPBOARD IN BATHROOM WALLS AND CEILING TO BE MOISTURE RESISTANT GYPBOARD, TYP.

ELEVATION OF BEDROOM/COAT CLOSET

16" DEEP WIRE SHELF & ROD

5'-1

0"

SECTION THROUGH BATHROOMLINEN CLOSETS

16" DEEP WIRE SHELVES IN TYPE B UNITS(2 ON PLANS)

1'-1

"1'

-1"

1'-1

"1'

-1"

1'-1

"

5'-5

"


P LAM SHELF BELOW WINDOW

AUTH FLORENCE 4C-06 RECESSED MAILBOX(2 WIDE)

AUTH FLORENCE 4C-06 RECESSED MAILBOX(SINGLE WIDTH)

BLANK OFF

3 HIGH COLLECTION BOX

TO U

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36"-4

8"

4'-0

" +/-

V.I.F

.

OPEN SHELVING

SOFFIT

3'-0

"1'

-6"

1'-0

"1'-0

"

FILLER

B18

18"

B18

18"

B30

30"

B18

18"

B18

18"

SB30

30"

B18

18"

OPEN

32"

NOTE: (2) KITCHENS MIRRORED - REF. PLANS

OPEN SHELVING

SOFFIT

DUCT CHASE FROM FIRST FLOOR

4'-6

"1'

-0"1

'-0"

OPEN

32"

B18

18"

SB30

30"

B18

18"

B18

18"

B30

30"

B21

21"

FILLER

NOTE: (2) KITCHENS MIRRORED - REF. PLANS

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1/2" = 1'-0"5 LAVATORY, VANITY & ACCESSORY ELEVATIONS

1/2" = 1'-0"6 TYP. BATHROOM GYPSUM BOARD & FLOORING NOTES

3/8" = 1'-0"4 TYPICAL CLOSET SHELVING LAYOUTS

1/2" = 1'-0"3 MAIL ROOM

1/4" = 1'-0"1 TYPICAL FIRST FLOOR KITCHEN ELEVATION

1/4" = 1'-0"2 TYPICAL SECOND FLOOR KITCHEN ELEVATION

DEMO PLASTER & LATH CEILING FOR PLUMBING, DUCT AND INSULATION INSTALLATION - INFILL WITH RATED CEILING, AND DROP CEILING TO CONCEAL KITCHEN AND BATH EXHAUST DUCTS TYP -

INFILL FLOOR OPENING -

/SEEF2 A4.01

/SEEF1 A4.01

/SEEF1 A4.01

DEMO PLASTER & LATH CEILING FOR PLUMBING,

DUCT AND INSULATION INSTALLATION - INFILL WITH RATED CEILING, AND DROP

CEILING TO CONCEAL KITCHEN AND BATH

EXHAUST DUCTS TYP -

NOTE: EXISTING CEILINGS TO REMAIN UNLESS NOTED OTHERWISE. PATCH AND REPAIR AS REQUIRED

10'-8" +/-(DROP CEILING 1'-0" BELOW EXISTING CEILING)




INSTALL SPRINKLER ON BOTH SIDES OF TRANSOM, TYP

DEMO PLASTER & LATH CEILING FOR PLUMBING, DUCT AND INSULATION INSTALLATION - INFILL WITH RATED CEILING, TYP -

/SEEF1 A4.01



INSTALL SPRINKLER ON BOTH SIDES OF TRANSOM, TYP

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1/8" = 1'-0"1 LEVEL 1 RCP

1/8" = 1'-0"2 BASEMENT RCP

1/8" = 1'-0"3 2ND FLOOR

PUBL

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UNIT NUMBER

PEEPHOLE

APPLIED DOOR MOULDING TO MATCH DIMS OF ORIGINAL GLAZING

B C

4'-5

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5" 4"

3

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DOOR

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2

PUBLIC AREA DOOR SCHEDULEDOOR

No. LOCATIONSIZE DOOR LEAF DOOR FRAME

THRESHOLD LABEL OPERATION SWEEP CLOSER REMARKSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH

ENTRY LEVEL100 STAIR A 5'-6" 7'-5" 1 3/4" ENTR EXISTING DOOR - REFURBISH AND PROVIDE NEW HARDWARE103 STAIR B 5'-0" 7'-0" 1 3/4" ENTR EXISTING DOOR - REFURBISH AND PROVIDE NEW HARDWARE104 STAIR A 3'-0" 7'-0" 1 3/4" A Yes Yes EXISTING DOOR - PROVIDE SMOKE-TIGHT GASKETING105 STAIR A 3'-0" 7'-0" 1 3/4" A Yes Yes EXISTING DOOR - PROVIDE SMOKE-TIGHT GASKETING106 MAIL 3'-0" 7'-0" 1 3/4" A Yes Yes EXISTING DOOR - PROVIDE HOOK AND LATCH TO FIX OPENLEVEL 1101 STAIR A 3'-0" 7'-0" 1 3/4" 3 HM PTD HM PTD 60 MIN Yes Yes102 STAIR B 6'-0" 7'-0" 1 3/4" Yes Yes EXISTING DOOR - PROVIDE SMOKE-TIGHT GASKETINGLEVEL 1.5109 GUEST ROOM 1 2'-6" 7'-0" 1 3/4" EXISTING DOOR - REFURBISH AND PROVIDE NEW HARDWARE110 GUEST ROOM 1 2'-6" 7'-0" 1 3/4" EXISTING DOOR - REFURBISH AND PROVIDE NEW HARDWARELEVEL 2201 STAIR A 6'-0" 7'-0" 1 3/4" Yes Yes EXISTING DOOR - PROVIDE SMOKE-TIGHT GASKETING202 STAIR B 6'-0" 7'-0" 1 3/4" Yes Yes EXISTING DOOR - PROVIDE SMOKE-TIGHT GASKETINGLEVEL 2.5204 GUEST ROOM 2 2'-6" 7'-0" 1 3/4" EXISTING DOOR - REFURBISH AND PROVIDE NEW HARDWARE205 GUEST ROOM 2 2'-6" 7'-0" 1 3/4" EXISTING DOOR - REFURBISH AND PROVIDE NEW HARDWARE

1/4" = 1'-0"1 LEAF TYPES

1. ALL RATED DOORS TO HAVE CLOSERS, SMOKE SEALS, AND DOOR SWEEPS2. ALL EXTERIOR DOORS TO HAVE CLOSERS, WEATHERSTRIPPING, AND DOOR SWEEPS4. ALL UNIT ENTRY DOORS TO HAVE SPRING HINGES IN LIEU OF CLOSERS5. VERIFY ALL EXISTING DOORS AND FRAMES IN FIELD

NOTES

UNIT DOOR SCHEDULEDOOR

No. -SIZE DOOR LEAF DOOR FRAME

LABEL OPERATION SWEEP CLOSER REMARKSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH

U1 3'-0" 7'-0" 1 3/4" A SC CLEAR COAT EXG 20 MIN ENTRY Yes YesU2 3'-0" 7'-0" 1 3/4" B SC CLEAR COAT WD PRIVU3 6'-0" 6'-8" 1 3/8" B SC CLEAR COAT WD PASSU4 1'-6" 6'-8" 1 3/8" B SC CLEAR COAT WD PASSU5 4'-0" 7'-0" 1 3/4" C SC CLEAR COAT EXG PASS VERIFY OPENING SIZEU6 2'-0" 6'-8" 1 3/8" B SC CLEAR COAT EXG PASS VERIFY OPENING SIZE

REED SCHOOL APARTMENTS · 2018. 6. 30. · Floor Construction and Secondary Members 0 hour Roof...

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