jeffpenn227south2
a7.pdf
a8.pdf
a9.pdf
a10 25 oct.pdf
E1 25 oct.pdf
E2 25 oct.pdf
construction control.pdf
architectural analysis 227 south.doc ARCHITECT
J E F F R E Y S C O T T P E N N
77 Worthington Road, Huntington, MA 01050
tel. 413-667-5230 fax. 413-667-3082
jspsed@verizon.net
26 October 2018
Draft Investigation and Analysis
227 South Street
Northampton, MA 01060
General
227 South Main Street was built as a Residential building c. 1884 and most recently used as a mixed-use building with a commercial first floor (veterinarian) and residence above. The
building currently has one occupied residential unit. The owner intends to renovate the existing structure and add new space for a total of eight residential units and no commercial.
Thus the building will be proposed as Use Group R-2 with construction type VA and include a NFPA 13R fire suppression sprinkler system. The building is in Northampton Zone URB.
IEBC 2015 references
301.1.1 – Prescriptive Compliance Method – shall be used
Chapter 4 Prescriptive Compliance Method
401.2.1 – existing materials may remain in use (unless deemed unsafe by Building Inspector)
401.1.2 – new and replacement materials shall meet code
402 – additions
402.3 and 402.4 – existing structure carrying Gravity and Lateral loads – shall comply; we will engage an engineer to write a report on the building structural conditions and requirements
403 – alterations shall be no less conforming than existing conditions
403.3 and 403.4 – existing structure carrying Gravity and Lateral loads – shall comply; we will engage an engineer to write a report on the building structural conditions and requirements
403.6 – wall anchorage for unreinforced masonry – shall comply where reusing the brick walls
403.9 – volunteer seismic improvements – shall be part of engineers report
403.10 – smoke alarms – see IFC 1103.8 – shall comply
406 – glass replacement and replacement windows
406.2 – we intend to maintain the good condition replacement windows in place and replace single pane windows with compliant windows as well as all new compliant windows including proper
egress dimensions from all bedrooms
406.3 – replacement windows emergency escape and rescue openings – 1. may use largest window to fit in opening when replacing; but propose all to be compliant
407 – change of occupancy
407.1 – shall be no less compliant than prior
407.4 – structural – no change in risk
410 accessibility
410.5 – additions – shall comply
410.6 – alterations – shall comply
410.8.7 – we have less than 20 units (17 bedrooms) no type A required; propose 1 unit prepared with type A features
410.8.8 – type B dwellings – all shall comply
IFC 2015 REFERENCES (CHAP 18 MA)
18.2.3.1.4 When fire department access roads cannot be installed due to location on property, topography, waterways, nonnegotiable grades, or other similar conditions, the AHJ shall
be permitted to accept alternatives proposed by the owner of the building to allow additional fire protection features, up to and including the installation of an approved fire sprinkler
system installed in accordance with the Building Code, cistern(s), additional fire hydrant(s), or similar devices or systems.
18.2.3.2. Replace with the following:
18.2.3.2 Access to Buildings and Facilities.
18.2.3.2.1.1. Replace with the following:
18.2.3.2.1.1 Where a townhouse as defined in the Building Code, is protected with an approved automatic sprinkler system that is installed in accordance with NFPA 13D or NFPA 13R, as
applicable, the distance in 18.2.3.2.1 shall be permitted to be increased to 150 ft (46 m).
18.2.3.2.2.1. Replace with the following:
18.2.3.2.2.1 When buildings are protected throughout with an approved automatic sprinkler system that is installed in accordance with NFPA 13 the distance in 18.2.3.2.2 shall be permitted
to be increased to 250 feet.
18.2.3.4.1.1. Replace with the following:
18.2.3.4.1.1 Fire department access roads shall have an unobstructed width of not less than 20 feet (6.1 m). Fire department access roads constructed in the boulevard-style shall be
allowed where each lane is less than 20’ but not less than 10’ when they do not provide access to a building or structure.
18.2.3.4.2.1. Add
18.2.3.4.2.1 Permeable drivable surfaces, that meet loading of 18.2.3.4.2, are allowed when approved by the AHJ.
18.2.3.4.3.1. Replace with the following:
18.2.3.4.3.1 The minimum inside turning radius of a fire department access road shall be 25 feet. The AHJ shall have the ability to increase the minimum inside turning radius to accommodate
the AHJ’s apparatus.
18.2.3.4.6.1. Replace with the following:
18.2.3.4.6.1 The gradient for a fire department access road shall not exceed 10%, unless approved in writing by the AHJ.
18.2.3.4.8. Add
18.2.3.4.8 Travel in the Opposing Lane. The use of the opposite travel lane is prohibited in the design of all new fire apparatus access roads.
IBC 2015 references with MA addenda
310.4 – Use Group R-2
420.2 – separation walls – walls separating dwelling units and sleeping units shall be constructed as fire partitions (see 708) – propose 1 hour
420.3 – horizontal separation – floor assemblies dwelling units and sleeping units shall be constructed as horizontal assemblies (see 711) – propose 1 hour
420.5 – automatic sprinkler system (see 903.2.8, 903.2.6 and 903.3.2) propose NFPA 13R
420.6 – fire alarm system and smoke detection (see 907.2.9 and 907.2.11) shall comply
504.3 (and Table) – allowable building height R-2, S13R, VA – 60' – propose 35'
504.4 (and Table) – allowable building stories R-2, S13R, VA – 4 story – propose 3 story
506.2.3 (and Table 506.2) – allowable area R-2, S13R, VA – 12,000sf – propose 3,972sf
509 (and Table) – incidental uses (possible mechanical room)
Table 601 – fire-resistance ratings – VA = all elements 1 hour except nonbearing partitions but we propose 1 hour protection throughout
Table 602 – Fire resistance based on separation distance (Fire Separation Distance lot line, center of street or halfway between two buildings on the lot – 38' south (0 hour), 21' north
(R = 0 hour)
602.5 – Construction type V: any materials permitted by this code
703.2.5 – exterior of bearing walls – not required
704 – fire resistance rating of structural members – shall comply
704.2 – column protection
704.3 – primary structural frame
704.4 – protection of secondary members
704.5 – Truss protection – shall comply
705 – exterior walls
705.2 (and Table) – projections
705.2.3 – combustible projections
705.8 (and Table) – openings
707.3.2 and 707.3.3 – Fire Barriers (see 1023.1 and 713.4)
708 – fire partitions – shall comply; propose 1 hour throughout
708.3 – fire partitions = 1 hour protected; exception 1. corridors ½ hour (see Table 1020.1) – propose 1 hour throughout
708.4 – continuity – walls to underside of floor or roof sheathing (see 718.2 and 718.3) exc. 3. wall up to ceiling if ceiling is protected; exc. 5. attics
711 – floor and roof assemblies
713.4 – fire resistance rating for shafts = 1hr up to three stories
714 – penetrations – shall comply
Table 716.5 – fire Barrier (none present); fire partition – 1 hour = ¾ hour door
718.3 – draftstopping in floors – shall comply at dwelling/sleeping separations
Table 803.11 – interior finish requirements based on group; spr. R-2 = “C” all locations
901.2.1.3 – three tiers of documents required: general plan, shop drawings and as built
903.2.8 – required sprinklers (see 903.3)
903.2.11.1.3 – basement requires sprinklers if any portion more than 75' from opening (none)
903.3.1.1 – NFPA 13 systems
903.3.1.2 – NFPA 13R systems: R use group up to 4 stories and 60' high
903.3.1.2.1 – balconies and decks and patios – sprinklers required where roof or balc. above
903.3.2 – quick response and residential sprinklers 3. in dwelling and sleeping units
903.3.5 – include backflow preventer
903.3.5.2 – residential combination services: domestic and fire suppression loads shall be added
903.4 – sprinkler system supervision and alarms – electronic supervision exc. 3. NFPA 13 R system do not require shutoff for sprinklers
903.4.1 – MA requires alarm, supervisory and trouble signals shall be distinctly different and transmitted to one of three NFPA locations as listed
903.4.2 – audible device at exterior of building
903.4.4 – re-transmission of alarm signals – discuss with Fire Marshall
905.3.1 – standpipe systems – required if top floor is 30' above fire dept. access level Not req.
906.1 – portable fire extinguishers exc. R-2 shall have one in each dwelling min. rating 1-A:10-B:C (plus basement)
907 – fire alarm and detection systems
907.1.1 – contract document requirements
907.2 exc. 2: manual fire alarm box not required in R-2
907.2.2.1 – MA exempts R-2 manual fire alarm system when auto. sprinklers and auto. occupant notification present
907.2.9.2 – smoke detectors
907.2.11 – single and multiple station smoke alarms requirements
907.2.11 – R-2 locations: 1. ceiling or wall outside bedrooms; 2. in sleeping room; 3. in each floor (omit uninhabited attics)
907.2.13.2 – fire dept. communication system – see IFC 510 (determined by Fire Marshall)
907.5.2.3.3 – in group R-2 the alarm system shall have the capability to support visible alarm notification (see 521 CMR for confined spaces etc. ie. lavatories, bathrooms)
911 – fire command center – if required 200sf
912 – fire department connections
912.7 – connecting to any sprinkler will serve all sprinklers and connecting to any standpipe will serve all standpipes
915.2 – CO detectors locations: 915.2.1 dwelling units – outside in the vicinity of bedrooms; 915.2.2 sleeping units – in bedrooms exc. omit inside bedroom if no fuel burning in the
room and no forced air furnace
1003 – means of egress
1006.2.1 exc. 1. in group R-2 one means of egress is permitted within and from individual dwelling units with a maximum occ. Load of 20 where the dwelling is equipped throughout with
an automatic sprinkler system and egress travel is less than 125' (and egress windows)
1006.3.2 – single exits cond. 1. occupant load and distance does not exceed Table 1006.3.2(1)
Table 1006.3.2(1) – stories with 1 exit for R-2 = serving max. 4 dwellings, max. 125' egress travel (each unit has compliant separate entrance and exit except apt. 3, second floor of
the orig. building with its own stair and single entrance/exit – 1607sf = 9 people max.)
1009 – accessible means of egress
1009.1 – not less than one – apt. 1 is prepared with type A features and a future ramp could be added over the sidewalk
1009.3 stair width exc. 2. 36” wide if sprinklers; exc. 5 omit area of refuge if sprinklers
1011 – stairways
1011.2 – width – exc. 1. R may be 36” if less than 50 occupants
1011.5.2 – risers and treads: max. 7” rise 11” min. run; exc. 3. R-2 interior to unit may be max. 7 3/4” rise 10” min. run
1010.1.5 – floor elevation relating to adjacent interior exc. 5. type B dwelling units may have landing max. 4” lower than interior level
1010.1.6 – landings at doors – shall be width of door or stair (whichever is greater) and exc. R-2 36” landing length in the direction of travel
1015.2 – guards required – where 30” or greater drop within 36”
1015.8 – window openings shall be protected if sill is less than 36” high (see means)
Table 1020.1 – corridor fire-resist. rating for R if less than 10 occupants with sprinklers = .5hr
Table 1020.2 – corridor width if less than 50 occupants = 36”
1023.1 – interior exit stairways and ramps – enclosed, protected path to exterior
1023.2 – interior exit stairways and ramps - “fire Barrier” (see 707) = 1hr connecting less than 4 stories
1024.2 – exit passageways width 36” if less than 50 occupants
1024.3 – exit passageways construction – 1hr
1100 – accessibility (see 521CMR references)
1107.6 – R-2 requirements
1107.6.2.2.1 – Type A units – required if more than 20 dwelling or sleeping units (have 17, will provide one Type A unit)
1107.6.2.2.2 – Type B units – all required to be if more than 4 dwelling or sleeping units – will comply
see Table 2304.10.1 – Fastening Schedule
2406.4 – hazardous locations of glazing requiring safety glazing:
2406.4.1 – in doors
2406.4.2 – glass adjacent to doors (within 24”)
2406.4.3 – in windows if all: 1. greater than 9sf; 2. 18” or less glass to floor; 3. top of window more than 36” above floor and a walking surface is within 36” of the window
2406.4.5 – glazing and wet surfaces – any window in a bathroom with a shower or tub and closer than 60” to the tub or shower
2406.4.6 – glazing adjacent to stairs and ramps and less than 60” above the surface shall be safety glazing except: 1. if a guard is before the window and max. 18” from it; 2. if any
walking surface is 36” or more from the window
2406.4.7 – glazing adjacent to the bottom stairway landing less than 60” above the surface and less than 60” away from a tread nosing except. If the glazing is protected by a guard
less than 18” away
Table 2902.1 – min. # of required plumbing facilities – R-2 = 1 toilet per dwelling, 1 lavatory per unit, 1 tub or shower per unit, 1 kitchen sink per unit and one automatic clothes
washer connection per 20 dwellings – shall comply and include laundry in each apt.
Northampton Special Permit Submission Requirements from Chapter 350 – 10.1
Zone URB
On 13 September the project was granted a Special Permit at the public hearing with conditions including final approval of Site Lighting.