31B-268 (4) BP-2022-1104
53 CENTER ST COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
31B-268-001 CITY OF NORTHAMPTON
Permit: Alts Renovations
Repair
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit# BP-2022-1104 PERMISSIONISHEREBYGRANT I TO:
Project# 2022 RENO Contractor: License:
Est. Cost: 50000 MATTHEW HOWARD CS-042869
Const.Class: Exp.Date:03/16/2024
Use Group: Owner: TITELMAN LAFORTE JACK &PETE'
Lot Size(sq.ft.)
Zoning: CB Applicant: MATTHEW HOWARD
Applicant Address Phone: Insurance:
102 NORTH LEVERETT RD (413)522-2474
LEVERETT, MA 01054
ISSUED ON:09/06/2022
TO PERFORM THE FOLLO WING WORK:
INTERIOR RENOVATION AND PORCH ENTRANCE RECONFIGURATION (RAMP EXCLUDED AT THIS ME)
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter: Footings:
Rough: Rough: House# Foundation:
Final: Final: Final: Rough Frame:
Gas: Fire Department Driveway Final: Fireplace/Chimney:
Rough: Oil: Insulation:
Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOL• TION OF
ANY OF ITS RULES AND REGULATIONS.
Signature:
I II ! t
E.._ - 1 •i.
I I
Fees Paid: $350.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Office of the Building Commissioner
File #BP-2022-1104
APPLICANT/CONTACT PERSON:MATTHEW HOWARD
102 NORTH LEVERETT RD LEVERETT, MA 01054(413)522-2474
PROPERTY LOCATION 53 CENTER ST
MAP:LOT 31B-268-001 ZONE CB
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Building Permit Filled out
Fee Paid $350.00
Type of Construction: INTERIOR RENOVATION AND PORCH ENTRANCE RECONFIGURATION
(RAMP EXCLUDED AT THIS TIME)
New Construction
Non Structural Renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IN/ORMATION PRESENTED:
J Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR _ SpecialPermit With Site Plan
Major Project: Site Plan AND/OR SpecialPermit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Perm its Required:
Curb Cut from DPW Wa ter Ava ilability Sewer Ava ilability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
Si_i ature of Building Oigarl Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health, Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of •
Planning&Development for more information.
The Commonwealth of Massachusetts
Iy' !- Office of Public Safety and Inspections
��' '• Massachusetts State Building Code(780 CMR)
Building Permit Application for any Building other than a One-or Two-Family Dwelling
w 1_ (This Section For Official Use Only)
cn
Building Permit Numbe'': p ZZ- Date Applied: Building Official:
SECTION 1:LOCATION
53 Center Street Northampton.MA. 01060
'No.and Street— City/Town Zip Code Name of Building(if applicable)
( 6-2rio8 -OO /
Assessors Map# Block#and/or Lot #
SECTION 2:PROPOSED WORK
Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below
Existing Building CI Repair 0 Alteration ® Addition 0 Demolition ® (Please fill out and submit Appendix 2)
Change of Use 0 Change of Occupancy 0 Other 0 Specify:
Are building plans and/or construction documents being supplied as part of this permit application? Yes 51 l-o 0
Is an Independent Structural Engineering Peer Review required? Yes 0 No 121
Brief Description of Proposed Work See attached Section 1-History/Scope of work of Submitted Code Compliance
Report
Note: Phase-1. Interior work and porch entrance reconfiguration only. Ramp to be completed as part of phase-2
at future date.
SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0
Existing Use Group(s): Proposed Use Group(s):
SECTION 4:BUILDING HEIGHT AND AREA
Existing proposed
No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.)
Total Area(sq.ft.)and Total Height(ft.)
SECTION 5:USE GROUP(Check as applicable)
A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 51 E: Educational ❑
F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 H-4 0 H-5 0
I: Institutional I-1 0 I-2❑ I-3❑ I-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3,0 R-4 0
S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below:
Special Use Description:
SECTION 6:CONSTRUCTION TYPE(Check as applicable)
IA 0 IBO IIA17 IIB ❑ IIIAEl IIIB0 IV 0 VA El VB ®
SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item)
Water Supply: Flood Zone Information Sewage Disposal: Trench Permit Debris Removal:
A trench will not be Licensed disposal Site 0
Public 0 Check if outside Flood Zone 0 Indicate municipal 0 required 0 or trench or specify,:
Private 0 or indentify Zone: or on site system❑ permit is enclosed 0
Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process:
Not Applicable 0 Is Structure within airport approach area? Is their review completed?
or Consent to Build enclosed 0 Yes 0 or No 0 Yes 0 No 0
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: Use Group(s): Type of Construction:
Does the building contain an Sprinkler System?: Special Stipulations:
Design Occupant Load per Floor and Assembly space:
SECTION 9: PROPERTY OWNER AUTHORIZATION
Name and Address of Property Owner
Jennifer Nery 53 Union Street Northampton, MA 01060
Name(Print) No.and Street City/Town Zip
Property Owner Contact Information:
Jennifer Nery - - 413-38Z-9276 jen@jenhelps.com
Title Telephone No.(business) Telephone No. (cell) e-mail address
If applicable,the property owner hereby authorizes:
Matthew C. Howard 102 North Leverett Rd Leverett MA. 01054
Name Street Address City/Town State Zip
to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application.
SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) 1
If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0. i
Otherwise provide construction control forms(see section 107 in the code)as required.
10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals)
\pert -1�3_Ai C 4TO,<.$11-cg>_ a`7-2I-16./ t 60Lu'JT&Qccot_
Name(egis(r rapt) Telephone No. e-mail address Registration Number
11 ,!�`// .v rT /Lo f_p u e.e,q.ri" vvl.fi- 61 cYi"-(
Street Address City/Town State Zip Discipline Expiration Date
10.2 General Contractor
Company Name
Matthew C. Howard CS-042869- Unrestricted
Name of Person Responsible for Construction License No. and Type if Applicable
Matthew C. Howard 102 North Leverett Rd. Leverett MA. 01054
Street Address City/Town State Zip
413-357-3461 4-13-522-2474 Hwwcontr@aol.com
Telephone No.(business) Telephone No.(cell) e-mail address
SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) 1
A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit.
Is a signed Affidavit submitted with this application? Yes 12 No D
SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE
Item Estimated Costs:(Labor 50 3
and Materials) Total Construction Cost(from Item 6)=$
1.Building $ 34800,00 0
Building Permit Fee=Total Construction Cost x-/ (Insert here
2.Electrical $ 1000.00 appropriate municipal factor)_$ s?),'
3.Plumbing $ 15,000.00
4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality)
5.Mechanical (Other) $ C J/
Enclose check payable to ,
6.Total Cost $ 50,800.00 (contact municipality)and write check number here ,
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this
application is true and accurate to the best of my knowledge and understanding.
MPKT KQ C�v-J \V - z 1 L( ea�sr`R�*-� ( 3'-3 G� , 2,(
L 1
P ase print and sign name Title Telephone No. R to..21
V30-. r‘ L,Ueft.etrr (La 1-' &)t C ' V 0co5-'1 14w wit.0Nre4IL{ .0
0,11
Street Address City/Town State Zip Email Address
Municipal Inspector to fill out this section upon application approval: 1 6na 1, ' ••• 1 9-
Name Dafe
City of Northampton
yj'd�Carl .,..'B•..,SJC
i
',, Massachusetts ��?S` 1._ '<<.
fit! fi
i.
- F DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street go Municipal Building yv`.• Cbb
Northampton, MA 01060 sf'11
•• ;�o
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, S54, a condition of Building Permit
Number is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in:
Location of Facility: Valley Recycling
The debris will be transported by:
Name of Hauler: Contractors
Signature of Applicant1S ' N,W` _' C:\\---ji
Date: G4`'24-
The Commonwealth of Massachusetts
L Department of Industrial Accidents
?/t�_ 1 Congress Street,Suite 100
Boston,MA 02114-2017
:,.���,,� wwstmass.goridia
1%ul kers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO 8E Hill)s%l I II THE PER%11111M AI` IlORlT1 Umiak'
__
.tpnlicant Information Please Print Llilbk
Name(Husincss Organization individual t: Matthew C. Howard
Address: 102 North Leverett Rd.
City/State/Zip: Leverett, MA. 01054 Phone n: 413-367-2461
Air yen an employ re!('herb the appropriate box:
Type of project(required):
II I am a rnpkiy roan c' ogees(full and or partt-tinge)• 7. D Ness construction
21X1 I am a sole proprietor or p utn nbep and lime nu enviluyees working fur me m g. ®Remodeling
any ca}iwrt).[No%otters*comp courant required"
30 I am a hum doin
g ng all work myself-[No wMors'comp.tin urance required-I" 9. ❑Demolition
4.0 I am a homcowrta and*di be hiring ewuraetors to conduct all murkon my property. I w ill I O Building addition
ensure that all contractors tither haw worker'rompemati n insurance or arc wit I LIE Electrical repairs or additions
proprietors with nu employees. 12.0 Plumbing repairs or additions
501 am a gCncval contractor and I hair hind the subcontractors listed on the attached sheet.
Thew subtiuntractur hair cmpluyces and laic wtakers'comp.insurance. I3.o Roof repairs
6.0 we are a corporation and its officers has r excn-isrd their right of exemption p .L er%K c. 14.a Other
151§i(1).anal no:hair no employers.[No wurkcn'comp.insurance requital
•Any applicant that checks boat al meet also fill out the scour briow showing their wurkars'compensation policy information_
•tkrnonnris who submit the.affwkaaa indicating they are doing all work and then hue outside contractor.mart submit a new atTwlac it usliming such.
:Contractors that cheek dos but taut attached an adhlumml thin slimming the name of die sub-contractors and state wlusher i.e not those entities hair
employers. It the sub-contractors hair rnptuyoes.they mini prussic their workers'comp_policy amnber.
I am an employer that is providing workers'compensation Insurance for my employees. Below is the policy flatfish site
information
Insurance Company Name: N/A
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: CityiState Zip:
Attach a copy or the workers'compensation polio declaration page(showing the policy number and ex ale).
Failure to secure coverage as required under MGL c. 152.§25A is a criminal violation punishable by a fine up to S .500.00
and"or one-year imprisonment.as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby certify under the pains and penalties of ury that the information provider/above is true and correct
Signature: \\D - , D.aL. 9-6-2022
Phone#: 413-367-2461
�tttttttttt�
Ofcial use only. Do not write in this area.to be completed by city or town official
( it♦ or Town: Permit/License N
Issuing Authorit' (circle one):
I.Board of ilealth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
contact Person: Phone#:
•
LEVEL II ALTERATION&ADDITION:
ACCESSIBILITY UPGRADES BADGER
r• •_•_•_•_•_•,_.) 53 CENTER STREET DESIGN
RESTROOM NOTES WALL TYPES NORTHAMPTON,MA 01060
'�.:�!i!i!i!i!iii OWNER:
��w A�i4ii �•. � JENNIFER NERY
�9•o i.••
•""':""•""�"""'�""""•. iiii�N•i Ni�� ' iiii NERTENCO,LLC •
•
• N••,NSA„ i••i. • 53 UNION STREET • •
Jam._ L.— RRELL OPENING w/CONSTRUcnON :O�%;:;:7•�, •��� ® NORTHAMPTON,MA 01060
Y' T"�-1 MATCHING ADI4CENT E%ISIING —Tr
(• I(oh (n•� o�
\�' I� a . \` 3 Li 2%4 WOOD STUDS•16'O.C.W/(1)LAYER VB. 'y.� %IP ARCHITECT: - -
;��/ a 'A L J '� fi}- ti GYPSUM WALL BLAND.EACH SIDE. FRONDS III1�, t••• NOAH MODIE
, s MOISTURE RESISTANT WALL BOARD 0 ALL RESTROOMS •O.
' TBD BY OWNER PROVIDE ACOUSTIC BAR INSULATION Lii---7-4 •• OXBOW DESIGN BUILD
..•.• 122 PLEASANT STREET U
�,a_,.,__,_� 266 W000 STUDS•16-O.C.W/(1)LAYER 6/B• AO O
�,r ¢� 1"'�1 GYPSUM WALL BOARD.EACH SIDE. FRONDS •••• SUITE 109 Q (O
N•ISTURE RESISTANT WAu Bourn•ALL RESTROOMS ..•.. EASTHAMPTON,MA 01027
a 160."."-
! TBD Br OWNER:PROVIDE ACOUSTIC BATT INSULATION = PO. 413-527-9000 IW O
171_ AREA OF WORK PLAN 0.1
Q
1/16"=1.-0• DRAWING LIST n co z
�� ..........
� � AN..N..W.Ew CODE REVIEW D_' O
............... INTERNATIONAL BUILDING CODE.2015
OMASSACHUSETTS AMENDMENTS.9TH EDITION CVR: DRAWING LIST ...1 I-d
IB
MASSACHUSETTS GENERAL LAW
FRONT APPROACH DOOR CLEARANCE NOTES INTERNATIONAL EXISTING BUILDING CODE.2015 AREA OF WORK PLAN m W
LEVEL II ALTERATM3N 8ADpfTION WALL TYPES (n U Q
RIDER TOM GR,.o IT ,Doa S 6 COL/,,W.1E0RADDITION.I I.M„M,a, BASIC CODE REVIEW W el Ix—
Ai MO OCCUP RER ac;Do. PROJECT DATA U
occw.NCT 0
NOTES 0
I`ya,, aMeruuc„a,TYPE TMPEOfre iRUG1pM acgeM ACCESSIBILITY NOTES < Z
CLEARANCE CLEARANCE
00E0 0•E 4� INTERIOR WALL a a:ua MATE WILDING ELEMENTS AND tMTEAPLE
a�r,CADONS.EE.aN RIO§0w,t G-000: GENERAL LEGEND
Millii SYMBOLS LEGEND
CLAW
Fume WNW.MET 7.03
A-100: PARTIAL FOUNDATION DEMOLITION PLAN
mom..wcv:. RAM SPREAD NM 2673
wolEaEYsoPEO.aEEo.M •c revel, PARTIAL FIRST FLOOR DEMOLITION PLAN
r.,HCK E Tvnrk °' •COMI INTERIOR RIIA STAIRWAYS A PARTIAL FOUNDATION FLOOR PLAN
o MICLOSEDSPACES: PARTIAL FIRST FLOOR PLAN
FLOOR PMON SNARIAL.•BTARWA1K.E.n HID LESS TWW CLASS a •000442
PABSADEWAYB COPI®ORS.ROOMS a SPACES
"uu-SIDE ,E Im04 p LINCERSIOE Of CEILING rn
DARATED OcDOR 1WPAR A-200: PARTIAL SIDE EXTERIOR DEMOLITION ELEVATION
OE DOOR OF DOORCOMBUSTIBLE DECORATIVE MATERIALS .I.,oN AmcNE0wrL/CHUM IR.WC�Me2 REAR EXTERIOR DEMOLITION ELEVATION J
PER Px .3rCFPIAN;ECRI1ERA PARTIAL SIDE EXTERIOR ELEVATION
Wimp mu OINFR AN FOAM PIAS110 MN PASS C RARE EPREAOa BK 073.7 REAR EXTERIOR ELEVATION T ISC WED
PPP
VESTIBULE CLEARANCE NOTES :MKLD RDRARE
NOT EXCEED NOS ATTACHED' A-500: DETAIL
vrulcMLNO AREA
REFER TO AV PAR MOO ENTRANCES FORA0DR0RU Sr0RRAYWN IN100000FLOOPWALL SASE 0.V NEIOIW. y
rK• PEn C§na we WTI
ACOUSTICAL
cOMO 9YIDOAS. WA Ec foos 0
SPRINKLER MTG. AV AND SMOKE PRI)NOT p TURF6
AREA•,xmos rI'LeD OP
PROJECT DATA
MU
LIOL C141112.
ANa RAIL M
Fw.ARYSnaX:TURAL PRAAE.BEARING onawS EC Teo, ZONING DISTRICT:CENTRAL BUSINESS(CB)
FRE
WALLS RATINGDR0 soon Esc Tam SETBACKS::
LT 'T REARM AUEERFIR'Rk 0 LOURS
D4SI0' IBC Tot FRONT:MAXIMUM 3'
WRH.NOE M.DatERpRY •C,aM SIOE:O
_ - x.aFr:1 Maw REAR:S
yA� Idw FRONTAGE REQUIREMENTS 0
to McAo wAua(NTBI4CR1 olt01lRE%0 elc Tot HEIGHT RESTRICTIONS:30 MINIMUM.lO MAXIMUM
BOOR COawORICnOW SIC Taal RISK CATEGORY:II
.,. •C Tot SNOW LOAD:
.1 —E--.{ CORImaEWM SPIRED.SIGMA INave,WHERE oaa0ANTS•a WC T1020.1 GROUND:40 REF(NORTHAMPTON)
TION NOTA'®T FLAT ROOF'.35 PSF(NORTHAMPTON)
LOAD EMUS WIND LOAD 117 MPH
OCCUPANTAAB TURNING CLEARANCE NOTES ANTOPARA00UL02NTS M°`"m SPE F• ANTE°`° O`TI°°"° LIVE LOAD SI.50 PSF(OFFICES) =
WAIMn 2u2OWABE OCCUPANTS. x XPER r SF e1C1190.2 17 OCCUPANTS NOTES: 0
REFER TO WOW 0.00 SPADE A.LOVIAtcu a/1..R.IDS FOR AMMON.547011.0.05 IcnNaTMN NOT ANTICIPATED, 1.ALL WORK EE DONE IN ACCORDANCE wIm STATE AND loch CODES AND ORDINANCES
MINIIALISI EGRESS WO. DE µAuSERS 4CSlm°E2 �TrCTOREF.Wucs i
'`l� UM EGRESS WIDTH AT E0�R,AVE. SXa •SF IBC S, NEER iO VERIFY ALL DI.EtaSx+ANo 10 NONFV SADDER DESIGN of Auv ascReP.NaES IwwRrO
ORN
LW..COON 50AR OPENING M'FACE 0I DOOR TOBTUP IBC PM,. run GWE_ _ G.
LIe•AM CgROW WIDTH aIN etc Tow, EXISTING DEBRIS TROD DIA 9 AT.0PROA
ORA.
JRINA
waxoroo
NAtw1UY C.A..PATH Of TRAVEL•r EC Tom/ SaERMOEE RESISTANTAr ALL WET L EU ESTACHre XXwOONw LOSSCR 000
C7 ,1 — — , 1,15 RDA a �w:°MOBP ERR FtoAEN00EIEDBY�ow,?.�AARTzSO .�MDATE AS
EST ACC..EWID>,p.RER aDT „DtT2 D LD sNL�IN �NADTW.NEWARNE. DA�N
oMOMID camw. SO Fr S0DB. 6.TERKw WOOD AND WOOD INCONTACT WITH coxcRETEsI«u OE PIs.Ww•„�TEu
—1 MAXIMUM
!`—r-1 a 51513RwNBwDWDEaW SEXR4 •Onsoeal OHHD»A SEED CVR
•
GENERAL LEGEND JBADGER
DESIGN
_. EXISTING WALL
G . WALL TO BE DEMOLISHED `s
NEW/PROPOSED WALL
IlbGuu&T ANNOTATTVE CAL LOUT
AW N. TYPE 8 DIRECTION OF JOISTS OR RAFTERS ABOVE
co
MS A.ROF AB. LL1 co
-
------------ CENTER OF BEAM ABOVE 0 0
cc [-I O
COLUMN UNE 8 DESIGNATION d C
/yam ~ G
+t - SECD.
NUS SECTION CUT LINE 8 DESIGNATION
_ Z&EEl..AR efa >-
SHEAR WALL BRACING LINE 8 DESIGNATION c I- a m`-arnaH s. w
I,3NRT Ln =
CONSTRUCTION HEIGHT UNE 8 DESIGNATION Cl) M I—
(-) ince
EGRESS TRAVEL ROUTE.TYPE 8 DISTANCE Q 0
Z
TYPE aPPORTS
1• 0 OCCUPANCY ALLOWANCES PER PLUMBING FIXTURE REQUIREMENTS
-TT,RII TRS•X-7RKCMaHi9 NiroaTE6 I!
XTAL
I E OI l OCCUPANCY CAPACITY OF SPACE BY OCCUPANCY TYPE
Ir CAPACITY OF EGRESS COMPONENT REQUIRED BR OCCUPANCY 0 0
Z Z
LLLL I L
CLEARANCE PER AAB J (.9
LLJ UJ
_J J
A o WALL TYPE TAG -I (/)
VVV SYMOBLS LEGEND ga o
O DOOR TYPE TAG LUJ CO
`_FEET.CDES tr EMERGENCY LIGHTING 'L L11
NUSNr FEE N� DOOR TAG leO
ILLUMINATED EXIT SIGNAGE
EMERGENCY LIGHTS&BATTERY BACKUP
Q WINDOW TYPE TAG IN EXHAUST FAN W/LIGHT
`FE ...ES
O CEIUNG MOUNTED LIGHT FIXTURE
WINDOW TAG
MOM FENTOC EXTERIOR EMERGENCY LIGHTING
Q EQUIPMENT TAG -O INTERIOR SCONCE UGHTOIC
QREVISION TAG F• EXTERIOR SCONCE LIGHTING
))/'' '�)) REVISION CLOUD S SMOKE&CARBON MONOXIDE DECTECTOR/ALARM -
`.....^.^../ al FIRE ALARM HORN STROBE ALARM &e
FIRE ALARM MINI - Lp S
STROBE AIMN,NO MORN 1
0 DUPLEX POWER RECEPTACLE
—4 POWER RECEPTACLE WITH GROUND
FAULT CIRCUIT INTERRUPTER
DATE A322.06.1.0
S.AE ins s Io
G-000
BADGER
° °MA 01.111.0
DESIGN
5I-Z 1.ASSOCIATED Fug,Ina ALTERNATE 01 DEMOUM.MOM 10111MULE BOMA
ALTERNATE 01 EMT.TO REMAIN DOOR.ROM..FLOOR SIIIDERMETOMBISAIN. —1--1
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itr s" ' II T,ao,,BI.E IGRPM
1
e — �4.� o.wusRTs.TRm000R.FRAME
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r o
IS
ING CEILING LINE
TEMPORART0PPORT UNTIL II�� �1 :oBEAM MS ASSOCATED CC z
1 CC 0
€G \ DEMOLISH w a
. .DEMOLISH \I 1 w TG o .Tao m w Q
POSTING DOORS XESAF. TAR ART.ESS CO U =
CONPONEN
oR am.RGE TwGoa. SUPPORT PREPARATION OR NEW W M I-
° WHERE NEEDED
w�TG..GRR,GSIGN TO BE MOWED� 0 O
ADJACENT .,m�GR000R.2..Gt.::BRICE Q Z
PARTIAL FOUNDATION DEMOLITION PLAN n FIRST FLOOR DEMOLITION PLAN
1/4'= 0. T•.T. w,Ro.T U.�.�.oR Eo .w�...wo mwooR o�.. 2 1/4"=1'-0"
MOOD w®roe�..T.T,�.,�EE��o,v-o<mvE«�n,.�ro�.T.M To � Z Z
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r-` 1 r-r I r-c q •-r q �,1 a..,T.T... D. Q LJL
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-r "� FABRIC OVER OF
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q I 1 f_,wiixwwo[rre STRANGERS WI WOOERS w GRAVEL T NEWTRESGU�m '' I""'
+ I I Mucwz,.Twci l u LL LL
�,. 6-111J DOUBLE DM PT.READERS ti gg _ g J-I -I
MU P TARN. WANEW ET.,u POST ro.TB e `g 8 �� ° 'am ^ Tawea.mTonU • NEW AAB COMPLIANT
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Code Compliance Report
Pursuait to Massachusetts State Building Code (780 CMR)9th Edition, Base Volume
Chapter 34—The Existing Building Code
ProjectITitle:
Accessibility Upgrades
Project Location: Owner(s):
53 Center Street Jennifer Nery
Northampton, MA 01060 NERTENCO, LLC
53 Union Street
Northampton, MA 01060
Report!Date: Report Author: Architect:
August 10, 2022 Jessie Davey-Mallo Noah Modie, Architect
Badger Design Lic.:951421
P.O. Box 120 Oxbow Design Build Cooperative
West Chesterfield, MA 01084 122 Pleasant Street
jrdm87@gmail.com Suite 109
715-797-6222 Easthampton, MA 01027
admin@oxbowdesignbuild.com
413-207-1907
_,soRED ARN
Qc\� N A MO 0
0
dik 42 a 04! '
SACH.• w• " v�
FgGTH OF 140.5�
Secti n 1 - History / Scope of Work
The existing building at 53 Center Street is a light wood frame construction built in 1990, likely
as a single-family residence. The current use is as an office building. The intended use shall be as an
office. The anticipated work includes: 1.the division of a space into(2)rooms by demolishing a portion
of a wall for a new door opening and construction of a new partition at the center of the room; 2.The
expansion of an existing restroom to provide an accessible restroom by demolishing an interior
partition, demolishing the existing door&a portion of the adjacent wall for a new door opening,&
demolishing the existing plumbing fixtures to provide AAB compliant new fixtures,constructing a new
partition per AAB compliant clearance constraints,and relocation of an existing door to the adjacent
space as needed for the restroom expansion; 3. Reconfiguration of the existing rear vestibule to provide
an accessible entrance to the building by demolishing an existing door to infill, demolishing a portion of
the existing exterior wall for a new door opening, demolition of all or a portion of the existing vestibule
for a new porch (refer to drawings for typical vs. alternate conditions),constructing a new AAB
compliant ramp&stairs w/an accessible route from the ramp to a public way.
Anticipated work is classified per the International Existing Building Code(IEBC)as a Level II
Alteration &an Addition.
Section 2 - Existing Building Description
Type of Construction:VB
Use Groups:
Existing "B"
Proposed: "B"
Building Height:
2 Story w/Basement
Area (Per Property Record Card Printed Nov.30, 2021):
Total Gross Building Area: 4,029 sf
Total Gross Rent: 2,923 sf
Walls Above Grade: Light Wood Frame Construction
Floors:'Light Wood Frame Construction
Roof:Asphalt Shingles
Fire Protection: Fire Extinguishers Present
Secti, n 3 - Additions (IEBC Chapter 11)
1101 GENERAL
1101.1 Scope.An addition to a building or structure shall comply with the International Codes as adopted
for new construction without requiring the existing building or structure to comply with any requirements
of those codes or of these provisions,except as required by this chapter.Where an addition impacts the
existing building or structure,that portion shall comply with this code.
1101.2 Creation or extension of nonconformity.An addition shall not create or extend any
nonconformity in the existing building to which the addition is being made with regard to accessibility,
structural strength,fire safety,means of egress,or the capacity of mechanical,plumbing,or electrical
systems.
1101.3 Other work.Any repair or alteration work within an existing building to which an addition is being
made shall comply with the applicable requirements for the work as classified in IEBC Chapter 5.
1102 HEIGHTS AND AREAS
1102.1 Height limitations.No addition shall increase the height of an existing building beyond that
permitted under the applicable provisions of IEBC Chapter 5 of the International Building Code for new
buildings.
1102.2 Area limitations.No addition shall increase the area of an existing building beyond that permitted
under the applicable provisions of IEBC Chapter 5 of the International Building Code for new buildings
unless fire separation as required by the International Building Code is provided.
Exception:Not Applicable.
1102.3 Fire protection systems.Existing fire areas increased by the addition shall comply with
International Building Code Chapter 9.
1103 STRUCTURAL
jBS1 1103.1 Compliance with the International Building Code.Additions to existing buildings or structures
are new construction and shall comply with the International Building Code.
jBS1 1103.2 Additional gravity loads.Existing structural elements supporting any additional gravity loads
as a result of additions shall comply with the International Building Code.
Exceptions:
1.Structural elements whose stress is not increased by more than 5 percent.
2. Not Applicable.
IBS]1103.3 Lateral force-resisting system.The lateral force-resisting system of existing buildings to which
additions are made shall comply with IEBC Sections 1103.3.1,1103.3.2 and 1103.3.3.
Exceptions:
1.Not Applicable.
2.Any existing lateral load-carrying structural element whose demand-capacity ratio with the
addition considered is not more than 10 percent greater than its demand-capacity ratio with the
addition ignored shall be permitted to remain unaltered.For purposes of this exception,
comparisons of demand-capacity ratios and calculation of design lateral loads,forces and
capacities shall account for the cumulative effects of additions and alterations since original
construction.For purposes of calculating demand capacity ratios,the demand shall consider
applicable load combinations involving International Building Code-level seismic forces in
accordance with IEBC Section 301.1.4.1.
jBS1 1103.3.1 Vertical addition.Not Applicable.
JBS1 1103.3.2 Horizontal addition.Where horizontal additions are structurally connected to an
existing structure,all lateral force-resisting elements of the existing structure affected by such
addition shall comply with the International Building Code wind provisions and the IBC level
seismic forces specified in IEBC Section 301.1.4.1 of this code.
JBS] 1103.3.3 Voluntary addition of structural elements to improve the lateral force-resisting
system.
Voluntary addition of structural elements to improve the lateral force-resisting system of an
existing building shall comply with IEBC Section 807.6.
IBS]1103.4 Snow drift loads.Any structural element of an existing building subjected to additional loads
from the effects of snow drift as a result of an addition shall comply with the International Building Code.
Exceptions:
1.Structural elements whose stress is not increased by more than 5 percent.
2. Not Applicable.
IBSI 1103.5 Flood hazard areas.Not Applicable.
1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 Not Applicable.
1105 ACCESSIBILITY
1105.1 Minimum requirements.Accessibility provisions for new construction shall apply to additions.An
addition that affects the accessibility to,or contains an area of,primary function shall comply with the
requirements of IEBC Sections 705,806 and 906,as applicable.
1105.2 Accessible dwelling units and sleeping units.Not Applicable.
1105.3 Type A dwelling or sleeping units.Not Applicable.
1105.4 Type B dwelling or sleeping units.Not Applicable.
1106 ENERGY CONSERVATION
1106.1 Minimum requirements.Additions to existing buildings shall conform to the energy requirements
of the International Energy Conservation Code or International Residential Code as they relate to new
construction.
Section 4 - Level III Alteration (IEBC Chapter 9)
906 ACCESSIBILITY
906.1 General.A building,facility or element that is altered shall comply with this section and Sections
705 and 806.
906.2 Type B dwelling or sleeping units.Not Applicable.
Section 5 - Level II Alterations (IEBC Chapter 8)
801 GENERAL
801.1 Scope.Level 2 alterations as described in IEBC Section 504 shall comply with the requirements of
this chapter.
Exception:Buildings in which the reconfiguration is exclusively the result of compliance with the
accessibility requirements of IEBC Section 705.2 shall be permitted to comply with Chapter 7.
801.2 Alteration Level 1 compliance.In addition to the requirements of this chapter,all work shall comply
with the requirements of IEBC Chapter 7.
801.3 Compliance.All new construction elements,components,systems,and spaces shall comply with
the requirements of the International Building Code.
Exceptions:
1. Not Applicable. No windows anticipated to be added.
2. Newly installed electrical equipment shall comply with the requirements of IEBC Section 808.
3.The length of dead-end corridors in newly constructed spaces shall only be required to comply
with the provisions of IEBC Section 805.6.
4.The minimum ceiling height of the newly created habitable and occupiable spaces and
corridors shall be 7 feet(2134 mm).
802 SPECIAL USE AND OCCUPANCY
802.1 General.Not Applicable.
803 BUILDING ELEMENTS AND MATERIALS
803.1 Scope.The requirements of this section are limited to work areas in which Level 2 alterations are
being performed and shall apply beyond the work area where specified.
803.2 Vertical openings.Not Applicable. No vertical openings anticipated within the work area.
803.3 Smoke compartments.Not Applicable.
803.4 Interior finish.The interior finish of walls and ceilings in exits and corridors in any work area shall
comply with the requirements of the International Building Code.
Exception:Existing interior finish materials that do not comply with the interior finish
requirements of the International Building Code shall be permitted to be treated with an
approved fire-retardant coating in accordance with the manufacturer's instructions to achieve
the required rating.
803.4.1 Supplemental interior finish requirements.Not Applicable.
803.5 Guards.The requirements of IEBC Sections 803.5.1 and 803.5.2 shall apply in all work areas.
803.5.1 Minimum requirement.Every portion of a floor,such as a balcony or a loading dock,that
is more than 30 inches(762 mm)above the floor or grade below and is not provided with guards,
or those in which the existing guards are judged to be in danger of collapsing,shall be provided
with guards.
803.5.2 Design.Where there are no guards or where existing guards must be replaced,the
guards shall be designed and installed in accordance with the International Building Code.
803.6 Fire-resistance ratings.Not Applicable.
804 FIRE PROTECTION
804.1 Scope.The requirements of this section shall be limited to work areas in which Level 2 alterations
are being performed,and where specified they shall apply throughout the floor on which the work areas
are located or otherwise beyond the work area.
804.1.1 Corridor ratings.Not Applicable.
804.2 Automatic sprinkler systems.Automatic sprinkler systems shall be provided in accordance with the
requirements of IEBC Sections 804.2.1 through 804.2.5.Installation requirements shall be in accordance
with the International Building Code.
Exception:Not Applicable.
804.2.1 High-rise buildings.Not Applicable.
804.2.1.1 Supplemental automatic sprinkler system requirements.Not Applicable.
804.2.2 Groups A,B,E,F-1,H,I,M,R-1,R-2,R-3,R-4,S-1 and S-2.Not Applicable.
804.2.3 Windowless stories.Not Applicable.
804.2.4 Other required automatic sprinkler systems.Not Applicable.
804.2.5 Supervision.Not Applicable.
Automatic sprinkler system is not required.
804.3 Standpipes.Not Applicable.
804.4 Fire alarm and detection.An approved fire alarm system shall be installed in accordance with IEBC
Sections 804.4.1 through 804.4.3.Automatic heat detection shall be required.
An approved automatic fire detection system shall be installed in accordance with the provisions of this
code and NFPA 72.Devices,combinations of devices,appliances,and equipment shall be approved.The
automatic fire detectors shall be smoke detectors,except that an approved alternative type of detector
shall be installed in spaces such as boiler rooms,where products of combustion are present during normal
operation in sufficient quantity to actuate a smoke detector.
804.4.1 Occupancy requirements.A fire alarm system shall be installed in accordance with IEBC
Sections 804.4.1.1 through 804.4.1.7. Existing alarm-notification appliances shall be
automatically activated throughout the building.Where the building is not equipped with a fire
alarm system,alarm-notification appliances within the work area shall be provided and
automatically activated.
Exceptions:
1.Occupancies with an existing,previously approved fire alarm system.
2.Where selective notification is permitted,alarm notification appliances shall be
automatically activated in the areas selected.
804.4.1.1 Group E. Not Applicable.
804.4.1.2 Group I-1 Not Applicable.
804.4.1.3 Group 1-2. Not Applicable.
804.4.1.4 Group 1-3. Not Applicable.
804.4.1.5 Group R-1.Not Applicable.
804.4.1.7 Group R-4.Not Applicable.
804.4.2 Supplemental fire alarm system requirements.Not Applicable.
804.4.3 Smoke alarms.Not Applicable.
Fire Alarm and Detection is not required.
805 MEANS OF EGRESS
805.1 Scope.Not Applicable. Work area that includes only(1)tenant.
806 ACCESSIBILITY
806.1 General.A building,facility,or element that is altered shall comply with this section and IEBC
Section 705.
806.2 Stairways and escalators in existing buildings.In alterations where an escalator or stairway is
added where none existed previously,an accessible route shall be provided in accordance with
International Building Code Sections 1104.4 and 1104.5(Superseded by 521 CMR).
807 STRUCTURAL
IBS]807.1 General.Structural elements and systems within buildings undergoing Level 2 alterations shall
comply with this section.
IBS]807.2 New structural elements.New structural elements in alterations,including connections and
anchorage,shall comply with the International Building Code.
IBS]807.3 Minimum design loads.The minimum design loads on existing elements of a structure that do
not support additional loads as a result of an alteration shall be the loads applicable at the time the
building was constructed.
JBS]807.4 Existing structural elements carrying gravity loads.Alterations shall not reduce the capacity of
existing gravity load-carrying structural elements unless it is demonstrated that the elements have the
capacity to carry the applicable design gravity loads required by the International Building Code.Existing
structural elements supporting any additional gravity loads as a result of the alterations,including the
effects of snow drift,shall comply with the International Building Code.
Exceptions:
1.Structural elements whose stress is not increased by more than 5 percent.
2.Not Applicable.
IBS]807.5 Existing structural elements resisting lateral loads.Except as permitted by IEBC Section 807.6,
where the alteration increases design lateral loads,or where the alteration results in prohibited structural
irregularity as defined in ASCE 7,or where the alteration decreases the capacity of any existing lateral
load-carrying structural element,the structure of the altered building or structure shall be shown to meet
the wind and seismic provisions of the International Building Code.Reduced International Building Code-
level seismic forces in accordance with Section 301.1.4.2 shall be permitted.
Exception:Any existing lateral load-carrying structural element whose demand-capacity ratio
with the alteration considered is not more than 10 percent greater than its demand-capacity
ratio with the alteration ignored shall be permitted to remain unaltered. For purposes of
calculating demand-capacity ratios,the demand shall consider applicable load combinations with
design lateral loads or forces in accordance with International Building Code Sections 1609 and
1613.Reduced International Building Code-level seismic forces in accordance with Section
301.1.4.2 shall be permitted. For purposes of this exception,comparisons of demand-capacity
ratios and calculation of design lateral loads,forces and capacities shall account for the
cumulative effects of additions and alterations since original construction.
JBS1 807.6 Voluntary lateral force-resisting system alterations. Not Applicable.
808 ELECTRICAL
808.1 New installations.All newly installed electrical equipment and wiring relating to work done in any
work area shall comply with all applicable requirements of NFPA 70 except as provided for in IEBC Section
808.3.
808.2 Existing installations.Not Applicable.
808.3 Residential occupancies.Not Applicable.
809 MECHANICAL
809.1 Reconfigured or converted spaces.All reconfigured spaces intended for occupancy and all spaces
converted to habitable or occupiable space in any work area shall be provided with natural or mechanical
ventilation in accordance with the International Mechanical Code.
Exception:Existing mechanical ventilation systems shall comply with the requirements of IEBC
Section 809.2.
809.2 Altered existing systems.In mechanically ventilated spaces,existing mechanical ventilation systems
that are altered,reconfigured,or extended shall provide not less than 5 cubic feet per minute(cfm)
(0.0024 m3/s)per person of outdoor air and not less than 15 cfm(0.0071 m3/s)of ventilation air per
person;or not less than the amount of ventilation air determined by the Indoor Air Quality Procedure of
ASHRAE 62.
809.3 Local exhaust.All newly introduced devices,equipment,or operations that produce airborne
particulate matter,odors,fumes,vapor,combustion products,gaseous contaminants,pathogenic and
allergenic organisms,and microbial contaminants in such quantities as to affect adversely or impair health
or cause discomfort to occupants shall be provided with local exhaust.
810 PLUMBING
810.1 Minimum fixtures.Not Applicable. Occupant load not anticipated to be increased by more than 20
percent.
811 ENERGY CONSERVATION
811.1 Minimum requirements.Level 2 alterations to existing buildings or structures are permitted
without requiring the entire building or structure to comply with the energy requirements of the
International Energy Conservation Code or International Residential Code.The alterations shall conform to
the energy requirements of the International Energy Conservation Code or International Residential Code
as they relate to new construction only.
Section 6 - Level I Alterations (IEBC Chapter 7)
701 GENERAL
701.1 Scope.Level 1 alterations as described in IEBC Section 503 shall comply with the requirements of
this chapter.
701.2 Conformance.An existing building or portion thereof shall not be altered such that the building
becomes less safe than its existing condition.
Exception:Not Applicable.
JBS1 701.3 Flood hazard areas.Not Applicable.
702 BUILDING ELEMENTS AND MATERIALS
702.1 Interior finishes.All newly installed interior wall and ceiling finishes shall comply with International
Building Code Chapter 8.
702.2 Interior floor finish.New interior floor finish,including new carpeting used as an interior floor finish
material,shall comply with International Building Code Section 804.
702.3 Interior trim.All newly installed interior trim materials shall comply with International Building
Code Section 806.
702.4 Window opening control devices.Not Applicable.
702.5 Emergency escape and rescue openings.Not Applicable.
702.6 Materials and methods.All new work shall comply with the materials and methods requirements in
the International Building Code,International Energy Conservation Code,International Mechanical Code,
and International Plumbing Code(Superseded by 248 CMR 10.10),as applicable,that specify material
standards,detail of installation and connection,joints, penetrations,and continuity of any element,
component,or system in the building.
JFG]702.6.1 International Fuel Gas Code.The following sections of the International Fuel Gas
Code shall constitute the fuel gas materials and methods requirements for Level 1 alterations.
1.All of Chapter 3,entitled"General Regulations,"except Sections 303.7 and 306.
2.All of Chapter 4,entitled"Gas Piping Installations,"except Sections 401.8 and 402.3.
2.1.Sections 401.8 and 402.3 shall apply when the work being performed increases the
load on the system such that the existing pipe does not meet the size required by code.
Existing systems that are modified shall not require resizing as long as the load on the
system is not increased and the system length is not increased even if the altered
system does not meet code minimums.
3.All of Chapter 5,entitled"Chimneys and Vents."
4.All of Chapter 6,entitled"Specific Appliances."
703 FIRE PROTECTION
703.1 General.Alterations shall be done in a manner that maintains the level of fire protection provided.
704 MEANS OF EGRESS
704.1 General.Alterations shall be done in a manner that maintains the level of protection provided for
the means of egress.
705 ACCESSIBILITY
705.1 General.A facility that is altered shall comply with the applicable provisions in IEBC Sections
705.1.1 through 705.1.14,and International Building Code Chapter 11 unless it is technically infeasible.
Where compliance with this section is technically infeasible,the alteration shall provide access to the
maximum extent that is technically feasible.A facility that is constructed or altered to be accessible shall
be maintained accessible during occupancy.
Exceptions:
1. Not Applicable.
2.Accessible means of egress required by Chapter 10 of the International Building Code are not
required to be provided in existing facilities.
3. Not Applicable.
4. Not Applicable.
705.1.1 Entrances.Where an alteration includes alterations to an entrance,and the facility has
an accessible entrance on an accessible route,the altered entrance is not required to be
accessible unless required by IEBC Section 705.2.Signs complying with International Building
Code Section 1111(Superseded by 521 CMR)shall be provided.
705.1.2 Elevators.Not Applicable.
705.1.3 Platform lifts.Not Applicable.
705.1.4 Ramps.Where steeper slopes than allowed by International Building Code Section
1012.2(Superseded by 521 CMR)are necessitated by space limitations,the slope of ramps in or
providing access to existing facilities shall comply with IEBC Table 705.1.4.
TABLE 705.1.4 RAMPS
SLOPE MAXIMUM RISE
1:10<SLOPE</=1:8 3 INCHES
1:12<SLOPE</=1:10 6 INCHES
For Si:1 inch=25.4 mm.
705.1.5 Dining areas.Not Applicable.
705.1.6 Jury boxes and witness stands.Not Applicable.
705.1.7 Accessible dwelling or sleeping units. Not Applicable.
705.1.8 Type A dwelling or sleeping units.Not Applicable.
705.1.9 Toilet rooms.Where it is technically infeasible to alter existing toilet and bathing rooms
to be accessible,an accessible family or assisted-use toilet or bathing room constructed in
accordance with International Building Code Section 1109.2.1(Superseded by 521 CMR)is
permitted.The family or assisted-use toilet or bathing room shall be located on the same floor
and in the same area as the existing toilet or bathing rooms.At the inaccessible toilet and
bathing rooms,directional signs indicating the location of the nearest family or assisted-use toilet
room or bathing room shall be provided.These directional signs shall include the International
Symbol of Accessibility and sign characters shall meet the visual character requirements in
accordance with ICC A117.1.
705.1.10 Dressing,fitting and locker rooms.Not Applicable.
705.1.11 Fuel dispensers.Not Applicable.
705.1.12 Thresholds.The maximum height of thresholds at doorways shall be 3/4 inch(19.1 mm).
Such thresholds shall have beveled edges on each side.
705.1.13 Extent of application.An alteration of an existing element,space,or area of a facility
shall not impose a requirement for greater accessibility than that which would be required for
new construction.Alterations shall not reduce or have the effect of reducing accessibility of a
facility or portion of a facility.
705.1.14 Amusement rides.Not Applicable.
705.2 Alterations affecting an area containing a primary function.Where an alteration affects the
accessibility to a,or contains an area of,primary function,the route to the primary function area shall be
accessible.The accessible route to the primary function area shall include toilet facilities and drinking
fountains serving the area of primary function.
Exceptions:
1. Not Applicable.
2.Not Applicable.
3. Not Applicable.
4.This provision does not apply to alterations undertaken for the primary purpose of increasing
the accessibility of a facility.
5.T Not Applicable..
706 REROOFING Not Applicable.
707 STRUCTURAL
JBS1 707.1 General.Where alteration work includes replacement of equipment that is supported by the
building or where a reroofing permit is required,the provisions of this section shall apply.
JBS1 707.2 Addition or replacement of roofing or replacement of equipment.Where addition or
replacement of roofing or replacement of equipment results in additional dead loads,structural
components supporting such reroofing or equipment shall comply with the gravity load requirements of
the International Building Code.
Exceptions:
1.Structural elements where the additional dead load from the roofing or equipment does not
increase the force in the element by more than 5 percent.
2.Not Applicable.
3. Not Applicable.
JBS]707.3 Additional requirements for reroof permits. Not Applicable.
708 ENERGY CONSERVATION
708.1 Minimum requirements.No Additional Requirements this Section.