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29-374 (6) I i { i� f i i 1 y ©l i3 f Y (\TEA Pz 1? 780 CMR STATE BUILDING CODE COMMISSION 616.5.2 Guard details: Guards shall be provided according to the follow- ing requirements: 1. Guards shall be not less than forty-two (42) inches in height mea- sured vertically above the nosing of the tread. Exception: Guards shall be not less than thirty (30) inches in height measured vertically above the nosing of the tread along stairs which: a. do not exceed twenty (20) feet in height; or b. reverse direction at intermediate landings with twelve (12) inches or less measured horizontally between successive flights. 2. Guards shall be constructed so that the area in the plane of the guard, from the top of the tread to the top of the guard, is sub- divided or filled in one (1) of the following methods: a. a sufficient number of intermediate longitudinal rails constructed so that the clear distance between rails (measured at right angles to the rail) does not exceed six (6) inches. The bottom rail shall not be more than six (6) inches (measured vertically) from the tread nosing; or balusters spaced not more than six (6) inches apart; or c. panels of wire mesh, or expanded metal, or ornamental grills which provide protection equivalent to that provided by the intermediate rails or balusters specified in the two (2) preced- ing paragraphs; or d. walls; or e. any combination of the foregoing. 3. Guards at least forty-two (42) inches in height shall be located along open-sided floor areas, mezzanines and landings. Exception: In R-3 and R-4 occupancies, guards shall be at least 3.- thirty-six (36) inches in height. 616.6 Stair exitway doors 616.6.1 Width: The width of every exitway door to or from a stairway shall be not less than the number of units of exit width required for the capacity of the stairway which services the floor or area from which the exitway door leads; but such a door shall not be less than twenty-eight 9/1/80 229 AW r 780 CMR STATE BUILDING CODE COMMISSION t 616.3.2 Vertical rise: In all buildings a stairway shall not have a height of vertical rise of more than twelve (12) feet between landings and inter- mediate platforms. 616.4 Treads and risers 616.4.1 Minimum dimensions: The height of risers and width of trea(k in inches shall be as indicated in the following Table 616. TREAD AND RISER SIZE' Use group Maximum riser Minimum tread Assembly and institutional' 71/2" 10" One and two family dwellings 81/4" 91, All others' a" 9„ Note 1. Within any flight, a three-sixteenths (3/16) inch maximum variation In riser height or tread width is permitted. Note 2. Except in one anu two family dwellings, tread and riser shall be so proportioned that the sum of two (2) risers plus o❑e il)tread, exclusive of nosing, is not less than twenty-four (24) nor more than twenty-five(25)inches. 616.4.2 Winders: Winders shall not be permitted in required exitway stairways except in one- and two-family dwellings and stairways serving a single dwelling unit and in ornamental stairways not required as an ele- ment of an exitway. Such winders shall have a tread width of not less than nine (9) inches at a point not more than twelve (12) inches from the side where the tread is narrower and the minimum tread width is not less than six (6) inches. 616.5 Stairway guards and handrails: Stairways shall have continuous guards and handrails on both sides, and in addition thereto, stairways more than eighty-eight (88) inches in required width shall have intermedi- ate handrails dividing the stairway into portions not more than eighty-eight (88) inches wide. Stairways in one- and two-family dwellings may have one (1) handrail. 616.5.1 Handrail details: Handrails shall be provided according to the following requirements: 1. Handrails may project not more than three and one-half (3 1/2) inches into the required stair width. 2. Handrails shall be not less than thirty (30) inches, nor more than thirty-four (34) inches, measured vertically, above the nosing of the treads. 3. Handrails shall extend eighteen (18) inches beyond the top and bottom step if a guard or wall exists and shall be returned to walls or posts at the ends of the stairways. 4. Handrails shall be designed to withstand an applied load of two hundred (200) pounds in any direction at any point. 9/1/80 228 ZONING • FRONT YARD SIDE YARD SIDE YARD REAR YARD IX. 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No. Owner or LYE-4 is c"° tv° Lessee t a /Y t Bui Ider's 2. t r / 7 / f= License No. Contractor 3. Architect or Engineer I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction. Signature of applic"t Address Application date AJO 00 NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Plans Review Required Check Plan Review Date Plans By Date Plans By Notes Fee Started Approved BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL Is OTHER Is VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS Permit or Approval Check Date Number By Permit or Approval Check Date Number B Obtained Obtained By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS OIL BURNER WRECKING OTHER OTHER VII. VALIDATION Building FOR DEPARTMENT USE ONLY Permit number _ 9 Building / , Use Group Permit issued ( Jl { 19 Building Fire Grading Permit Fee $__ Live Loading Certificate of Occupancy $ Occupancy Load Approved by: Drain Tile $ D I' Plan Review Fee $ TITLE CITY OF NORTHAMPTON MASSACHUSETTS s OFFICE of the INSPECTOR of BUILDINGS T Page l Plot 7'� APPLICATION FOR ZONING PERMIT AND INSPECTOR BUILDING PERMIT z IMPORTANT — Applicant to complete all items in sections: 1, 11, III, IV, and IX. C) I. AT (LOCATION) ZI - 4-04 / / Ldi` /^N D STR CTO LOCATION (NO.) (STREET) OF BETWEEN AND BUILDING (CROSS STREET) (CROSS ST RE EI) f , d Q LOT SUBDIVISION LOT BLOCK SIZE,, N 11. TYPE AND COST OF BUILDING — All applicants complete Parts A — D A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use m m 1 ❑ New building Residential Nonresidential 2��JCddition(If residential, enter number 12 One family 18❑ Amusement, recreational of new housing units added, if any, in Part D, 13) 13 ❑ Two or more family — Enter 19❑ Church, other religious number of units— — — — ► 20 Industrial 3 ❑ Alteration (See 2 above) 14 ❑ Transient hotel, motel, 21 L� Parking garage 4❑ Repair, replacement or dormitory — F.nter number 5 ❑ Wrecking (11 multifamily residential, of units ——————— — --30. 22 ❑ Service station, repair garage enter number of units in building in 15 ❑ Garage 23 Hospital, institutional Part D, 13) 16 Carport 24❑ Office, bank, professional ❑ 6 ❑ Moving (relocation) 17 ❑ Other — Specify 25❑ Public utility 7 ❑ Foundation only 26❑J School, library, other educational B. OWNERSHIP 27❑ Stores, mercantile 8 [2 rivate (individual, corporation, 28❑ Tanks, towers nonprofit institution, etc.) 29 ❑ Other — Specify 9 ❑ Public (Federal, State, or local government) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement,,,,,,•,,....... school, secondary school, college, parochial school, parking garage for, department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical..................... b. Plumbing ...................... c. Heating, air conditioning.......... n d. Other (elevator, etc.)............. I 11. TOTAL COST OF IMPROVEMENT $/4,700 III. SELECTED CHARACTERISTICS OF BUIfLDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑Masonry (wall bearing) 40 �ublic or private company 48. Number of stories..© r ... 31 [food frame 41 ❑ Private (septic tank, etc.) 49. Total square feet of floor area all floors, based on exterior 32 ❑ Structural steel dimensions .................... 33 ❑ Reinforced concrete H. TYPE OF WATER SUPPLY 34 ❑ Other — Specify 42 ublic or private company 50. Total land area, sq. ft. ........... l Go7 43 ❑ Private (well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES 51. Enclosed ....................... F. PRINCIPAL TYPE OF HEATING FUEL 1. TYPE OF MECHANICAL _ 35 ❑ Gas Will there be central air 52. Outdoors....0 ............. 4r >#r conditioning? 36 ❑ Oil L. RESIDENTIAL BUILDINGSPNLY 37 Iectricity 44 F] Yes 45 No ..... . 53. Number of bedrooms.... 38 ❑ Coal 39 ❑ Other — Specify Will there be an elevator° 54. Number of Full.......... 46 Yes 471 o bathrooms Partial........ y DEPT.+O# LDING INSPECTIONS BUILDING Z2 212 Main Street 'o< Northampton, M/�A 01060 PERMIT =a 29 _ 37" 4 VALIDATION DATE October 28, 19 87 PERMIT NO. 729 APPLICANT Cernplin F Sant.iagn ADDRESS 171 Florence Rd. wn (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Addition (-) STORY_ Kitchen & deck NUMBER OF DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING URA AT (LOCATION)_Elnr-pnC'P Rnad p IS CT N0.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS, permit for the addition onto existing kitchen and also to add a deck VOLUME 16' X 16' Kitchen/10' X22' Deck ESTIMATED COST $ 17,300.00 FEE ,� 72.00 (CUBIC/SQUARE FEET) OWNER Same as Applicant ����,,,,,,,��11� s ADDRESS Same as Applicant S BUILDtl r BY Auk WHITE - FILE COPY . GREEN - FIELD COPY ■ CANARY - APPLICANT COPY ■ PINK - ASSESSORS COPY pjNT- P