25A-186 (19) 30 INDUSTRIAL DR BP-2017-1041
GIS#: COMMONWEALTH OF MASSACHUSETTS
Man:Block:25A- 186 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ROOF BUILDING PERMIT
Permit# BP-2017-1041
Project# JS-2017-001790
Est. Cost: $171650.00
Fee: $1201.55 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: THEODORE BOULAIS 055839
Lot Size(sq. ft.): 159865.20 Owner: SHORT DAVID H C/O AMHERST WOODWORKING CO
Zoning:GI(103)/ Applicant: THEODORE BOULAIS
AT: 30 INDUSTRIAL DR
Applicant Address: Phone: Insurance:
11 THE KNOLLS (413) 961-9191 Workers Compensation
SOUTH HADLEYMA01075 ISSUED ON:3/20/20170:00:00
TO PERFORM THE FOLLOWING WORK NEW STANDING SEAM METAL RE-ROOF OVER
EXISTING CORRUGATED METAL DECK
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:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 3/20/2017 0:00:00 $1201.55
212 Main Street. Phone(413)587-1240.Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
Filen BP-2017-1041
APPLICANT/CONTACT PERSON THEODORE BOULAIS
ADDRESS/PHONE I 1 THE KNOLLS SOUTH HADLEY (413)961-9191
PROPERTY LOCATION 30 INDUSTRIAL DR
MAP 25A PARCEL 186 001 ZONE GI(103)_/
THIS SECTION FOR OFFICIAL USE ONLY.
PERMIT APPLICATI ' CKLIST
ENCItOSE REQUIRED DATE
ZONING FORM FILLED OUT 6
b
Fee Paid �}\'
Building Permit Filled out \ } i
Fee Paid
Typmal,f onstruction: NEW STANDING SEAM META E-ROOF OVER EXISTING CORRUGATED
METAL DECK
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 055839
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
//Approved_ Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §—
Finding Special Permit Variance*
Received& Recorded at Registry of Deeds Proof Enclosed
__Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
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
• D
o076-117
Sit 13 gO ) l 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 40k Contact Office of
Planning& Development for more information.
Versionl.7 Commercial Building Permit May 15. 2000
Department use.only. ..
City of Northampton Status of Permit
Building Department Curb Cut/Driveway Permit
212 Main Street Sewer/Septic Availability
Room 100 WaterN/ellAvailability
Northampton, MA 01060 Two Sets of Structural Plans
phone 413-587-1240 Fax 413-587-1272 Plot(Site Plans
Other Specify
APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING
- '- OTHER THAN A ONE OR TWO FAMLY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address: This section to be completed by office
30 indusitai t\e.;ilk. Map Lot Unit
Zone Overlay District
Elm St District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
tv ( St"cy
Name(Print) Current Mailing Address
Signature Telephone
2.2 Authorized Agent:
Name(Pont) Current Mating Address
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building JD @ 11 I , J 6CD• rotU (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection ^
6. Total =(1 +2+3+4+5) $11I (0cW. 0rn D Check Number 33/p's � a''(2/.55
This Section For Official Use Only l,r
Building Permit Number Date
Issued
Signature:
Building Commssioner/inspector of Buildings Date
(e7( Li/3 - ??4[• gift/
Version1.7 Commercial Building Permit May 15. 2000
SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000
CUBIC FEET OF ENCLOSED SPACE
Interior Alterations 0 Existing Wall Signs 0 Demolition Repairs Additions 0 Accessory Building
Exterior Alteration 0 Existing Ground Sign❑ New Signs 0 Roofing Change of Use Other 0
Brief Description Enter a brief description here. N'QA-A3 g-�O.Y�c�A'M,, 94_r I Mgia.Q, I t_cod.
Of Proposed Work: QW-AlJiff Yt-1 frM•Ja t1/4&� clu
SECTION 5-USE GROUP AND CONSTRUCTION TYPE
USE GROUP(Check as applicable) CONSTRUCTION TYPE
A Assembly ❑ A-1 0 A-2 0 A-3 0 1A ❑
A-4 El A-5 ❑ 1B ❑
B Business ❑ 2A 0
E Educational ❑ 2B F ❑
F Factory ❑ F-1 0 F-2 ❑ 2C ❑
14 High Hazard 0 3A 0
I Institutional 0 I-1 ❑ 1-2 0 1-3 ❑ 38
M Mercantile ❑ 4 0
R Residential 0 R-1 ❑ R-2 0 R-3 ❑ 5A El
S Storage 0 S-1 g_ 5-2 0 50 ❑
U Utility ❑ Specify:
M Mixed Use 0 Specify.
S Special Use ❑ Specify:
COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE
Existing Use Group: 3 11_- Proposed Use Group: J- 1� ���,
Existing Hazard Index 780 CMR 34): filo dtt4c4t Proposed Hazard Index 780 CMR 34): ryfoC{Q;C
SECTION 6 BUILDING HEIGHTAND AREA
BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY
Floor Area per Floor(sf)
1St
-
2ad
3" 3,a
4th 4111
Total Area (sf) 3D Doo Total Proposed New Construction (sf)
Total Height(ft) 2.2,0
Total Height ft
7.Water Supply(M.G.L c.40,§54) 7.1 Flood Zone Information; 7.3 Sewage Disposal System:
Public Private 0 Zone Outside Flood Zone(g Municipal IOI On site disposal system❑
Versionl.7 Commercial Building Permit May 15.2000
8. NORTHAMPTON ZONING
Existing Proposed Required by Zoning
This column to be filled in by
Building Departaat
Lot Sae 3.(01 A
Frontage 350
Setbacks Front (io
Side L: 0 R: )36 L: R:
Rear 120
Building Height 22.
Bldg.Square Footage 32
1
3o I ,o
Open Space Footage ro
(Lot area mums bldg&paved )Df, (8S lob
parking)
4 of Parking Spaces 240
Fill:
Q'olume Sr Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site'
NO O DONT KNOW ® YES O
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DON'T KNOW O YES O
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO a DON'T KNOW O YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained O , Date Issued:
C. Do any signs exist on the property? YES ® NO O
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO 0
IF YES, describe size, type and location:
E. WII the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre oris it part of a common plan
that will disturb over 1 acre? YES O NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
Vetsionl 7 Commercial Building Permit May IS,2000
SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO
CONSTRUCTION CONTROL PURSUANT 10 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE)
9.1 Registered Architect:
7.loi niet ) Le UJQ,n4o W I CZ NO Applicable El
Name(Rsttrant)
I 7_ EastU+ ' ) 3AXDoa -hcn ) hnlA Re9N
Number
01007 Address p
(413)27-108, Expiration Date
Sgnature Telephone 1
9.2 Registered Professional Engineer(s):
flnciu PavliCa 3e . 5-h uttaic,6S2
Name
tint
Area of Responsibilty
u an+ral. s+ ewes+ Spt jGeM mA 0lCa9 32M &Le
Address Registration Number
(43)788-6182 je i"1
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
9.3 General Contractor
Wmtru`titox Vn(AiLAnn�nn
) Not Applcable
Company ❑
`nce_odou 6&)aJ3
Responsible In Charge of Constmction
rr Easthav `bn � mitoviAd .ss
S (913)z hone
Signal a 1 Telephone
Version i.7 Commercial Building Permit May IS.2000
SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11)
Independent Structural Engineering Structural Peer Review Required Yes 0 No 0
SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR(� / APPLIES FOR BUILDING PERMIT
Ji. \- a v ; cY �(c��J7 t+o.."�' l '.... ,as Owner of the subject property
hereby authorize 71.40/X,0're_' 3O L,lath to
act on my behalf,in all tters relative to work authorized by this building permit application.
I _", 3//
Igi1o12
Signatureureor Owner (j Date
I. I FV'C0(X/�)O'+-C% {SOV t� ,as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief,
Signed unser then . s and penalties of periury.
T £� DO ()L.'S
Print Ne
..\ ...() "3/17/17
Sgnalure of ner/Agent Date
SECTION 12-CONSTRUCTOR SERVICES
10.1 Licensed Constntctcn upervlso � Not Applicable 0
Name of License Holder
' ' n License Number
I( - Lx. v�+t•.ot'l
tle 5. , dtQLv. ,c4A 65 - 055737
Add =. Expiration Date
�� i � S4r3-gblegrgo ill y17
Spam : r Telephone
SECTOR 10-WORKERS'COAWENSA11ON INSURANCE AFFIDAVIT(M.G.L c.152,§25C(5))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the1�7{
buildingt.
permit
Signed Affidavit Attached Yes 1� No 0 I
a
.\ The Commonwealth of Massachusetts
i _, _ Department oJIndustrial Accidents
c.— Office of Investigations
I =St-- 1 Congress Street,Suite 100
i Boston, MA 02114-2017
moo •
=4,-7" www.mussgov/dia
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
•
Name (Business/Organization/Individual): 0 0_1. - •.1_ I I kSS .r 1. .4 t1.. i
Address: 9.._,2) UJQnv. 1Ot... . .I ._ a Nadi is • +.* iii a a _-_
t
City/State/Zie: au Lij.sc-, .lily 1Le` I i Phone#: _ if. —5.92,4 . _
Are y an employer?Check thea•.ropri. e box: Type of project(required):
I. I am a employer with -7 4. ❑ I am a general contractor and I
employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g. ❑Demolition
working for me in any capacity. employees and have workers' 9 0 Building addition
[No workers'comp,insurance comp.insurances
required:] 5, ❑ We are a corporation and its I0.❑ Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions
myself (No workers' comp. right of exemption per MGL iy,❑Roof repairs
insurance required.]s c. 152,§1(4),and we have no
employees. [No workers' 13.R.Other E,g,
comp, insurance required.]
'Any applicant that checks box a I must also fill out the seetion below showing their workers'compensation policy information.
t Homeowners who submit this aftidaviu tndlcating they are doing ail work and then hire outside contractors mast submit a new Walesa indieming such.
:Contractors tfutcheck this boa oust attached an additional sheet showing the name of the sub cmrtrenors and state whether or too those entities have
employees. If Me sub.wmmctors have employees,they mnatprovlde their workers comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andfob site
information.
Insurance Company Name: jt) — SibinthW , yYS
—
Policy#or Self ins. Lic. #TT:urn?f OO ..'J160120 Ito A �n Date: H jus 'zoo
Job Site Address: 30 .D Ck.L$ iQ1QSI. Dt. City/State/Zip: 111
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form ofa STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby c, J in. mottles o perjury that the information provided above is true and correct
‘41;41
.
Si mature. Vl r`uiso :�}'� Date: spa I n \n
Phone#:(4i'3 0,;-5qZ--(
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other_,,,,,,,,,,
Contact Person: Phone#:
b.
�ip Massachusetts Department of Public Safety
Board of Building Regulations and Standards
License: CS-055839
Construction Supervisor
THEODORE J BOULAIS
a i IL
It THE KNOLLS
S HADLEY MA 01075,
..nn Expiration:
Commissioner 0810812018
Initial Construction Control Document
1 /, To be submitted with the building permit application by a
Registered Design Professional
� —t for work per the 8th edition of the
Massachusetts State Building Code, 780 CMR, Section 107
-JrProject Title: Amherst Woodworking Re-roofing Date: March 07, 2017
Property Address: 30 Industrial Drive Northampton, MA
Project: Check one or both as applicable: C New construction )c Existing Construction
Project description: Install new batt insulation over existing standing seam metal roof panels&install new
standing seam roof over the system.
I Zbigniew Lewantowicz MA Registration Number: 07007 Expiration date: 2017 , am a
registered design professional, and I have prepared or directly supervised the preparation of all design plans,
computations and specifications concerning:
pc] Architectural [ ] Structural [ ] Mechanical
[ ] Fire Protection [ ] Electrical [ ] Other
for the above named project and that to the best of my knowledge, information,and belief such plans,computations and
specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted
engineering practices for the proposed project. I understand and agree that 1 (or my designee)shall perform the necessary
professional services and be present on the construction site on a regular and periodic basis to:
I. Review, for conformance to this code and the design concept,shop drawings, samples and other submittals by the
contractor in accordance with the requirements of the construction documents.
2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable.
3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and
quality of the work and to determine if the work is being performed in a manner consistent with the approved
construction documents and this code.
Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107.
When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent
comments, in a form acceptable to the building official.
Upon completion of the work, I shall submit to the building official a`Final Construction Control Document'.
‘11117,'",
Enter in the space to the right a"wet"or , �
electronic signature and seal: .{ .1 L., )
+
Phone number: (413)527-0078 / Email: zbiglew@yahoo.com
Building Official Use Only
Building Official Name: Permit No.: Date:
Version 06_11_2013
r1/4.E1
ENGINEERING DESIGN
�`I ASSOCIATES , INC .
February 13,2017
Liberty General Contracting,Inc.
9 B Welmeco Way
Easthampton,MA 01027
Attention: Mr.Ted Boulais
Reference: Re-roofing Loading Assessment
Amherst Woodworking
30 Industrial Drive
Northampton,Massachusetts
Mr.Boulais:
As part of the building improvement plan,the Owner is considering the feasibility of installing a new standing seam
metal roofing system over the existing low slope pre-engineered metal roof system.The building,circa 1981,has a
footprint of approximately 30,300 square feet.The structure is a conventional pre-engineered metal building.The
proposed standing seam roofing system and insulation will impose a load of 1.85 pounds per square foot on the
existing roof structure.
This roof loading assessment is based upon the current Massachusetts State Building Code(MSBC 780 CMR 8th
Edition).The International Existing Building Code(IEBC)2009 has now replaced the former Chapter 34 entitled
"Repair,Alterations,Addition,and Change of Use of Existing Buildings".The Massachusetts Supplement also includes
a number of edits that apply to this IEBC Code review.
A partial set of existing drawings were made available for our use.The drawings were prepared by Associated
Building,Inc.and axe dated March 3, 1981.The sheets were 1 and 5.The weights for the in-place and proposed
standing seam roofing were provided by Package Steel Buildings of Sutton,Massachusetts,the original
fabricators.
Our design-check calculations are based upon the above mentioned drawings and the structural requirements
as set forth in the 2009 International Existing Building Code(IEBC),including the Massachusetts Amendments to
the Massachusetts State Building Code 8th Edition.
To summarize the existing roof framing system,it is comprised of eight(8)pre-engineered metal building
frames,(2)of which are end wall frames.The typical frame spacing is 25'-0"on center and each is made up of a
tapered column and beam.The roofing system is supported by ZEE purlins spaced at 30-inches on center.To
achieve some degree of continuity,the ZEE purlins run over the top of the frame beams,are lapped,and then
bolted together resulting in a four span condition.The existing roof insulation is draped between the purlins.
Referring to Chapter 6 Alteration-Level 1,Section 606:Structural;Sub-Section 606.2,Exception#1 states:
'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.'The total dead load of the in-place roofing system is 1.6 pounds per square foot
and nothing is being removed.So the increase in the dead load is 123.3 percent which is over and beyond the
Code maximum of 5 percent.
Through a series of design-check calculations,it has been determined that the in-place 8"x 14 gauge purlins and
frames do in fact have enough capacity to support the 40 psf ground snow as well as the additional 1.85 pounds
per square foot(psf)load that will be imposed by the new standing seam roof system and added insulation.
If you have any questions concerning this matter,please call me.
Respectfully, cca OF ft4s_P
x 402 ANDREW U. �6
_ 3 RURA. y
STRUCTURAL m
No.32486
ENGI :'ti GDE GN AS. INC. Q"90 9Fe7sTeP�o ,re
Andrew Pavlica, .,P.E. FESS L/OVAENG�d
11 Central Street
e.w:..murk E\Onem v \2017 EDA V 7-003\cortespandV 7-O re-roof load review 0213 Helve West Springfield,MA 01089
Phone.413.788.0182
Fax.413.788.0967
Zbigniew W. Iaewantowicz
Architect
INSTITUTIONAL • INDUSTRIAL COMMERCIAL • RESIDENTIAL
102 East Street
Southampton,MA 01073
(413)527-0078 Fax(413)527-6735
March 7,2017
Investigation and Evaluation Report for:
Proposed Existing Building Re-roofing
Amherst Woodworking
30 Industrial Drive
Northampton,MA
Applicable regulations:
780 CMR 8"Edition Existing Building Code of Massachusetts
IEBC 2009 International Existing Building Code,
IBC 2009 International Building Code 2009
IECC 2015 International Energy Conservation Code 2015
The following report is the 780 CMR section 101.5.4.0 Investigation and Evaluation of the codes
applicability for the proposed work.
Project History& Scope of work:The proposed work will install new standing seam metal panels over
existing metal roof purlin system of a pre-engineered metal building constructed in 1981.
The building was originally constructed& used as a manufacturing facility of Factory Industrial,F-1
occupancy. It was later changed to S-i storage occupancy of same Moderate Hazard Classification,as a
distribution warehouse of"high end"art work and related products. There will no interior work or any
changes to electrical, lighting and heating&ventilation systems.
Building Code information:Building consists of the Warehouse area of 30,300 sf;Office area of 2,000
sf, for a total building area of 32,300 sf, and with automatic sprinkler system installed throughout the
building.The warehouse building is approximately 202 ft long by 150 ft wide by 20ft high, while the
office portion is 50 ft long by 40 ft wide and approximate 14 ft high,with a 12"masonry firewall
separation.The building is located on a 440ft by 370ft lot and with a front setback of 115ft while the side
setback of 50 ft and with office parking area for 5 can;and rear parking area for 12 cars and a loading
dock area for two and trailer parking of 2 spaces.
The building is of Type IIIB construction type where the exterior walls are of noncumbustible
materials and unprotected interior&exterior structural elements,while interior building elements are of
any material permitted by code. The 1 story building meets the requirements of appropriate sections of
chapter 5 for height and area limitations and since the building is in excess of 3031 from property line,the
exterior non-bearing walls are not required to have any fire rating.
The proposed work: The proposed installation of the new metal roof panels with new additional 4"of
batt insulation has been assessed by a structural engineer and determined that the existing building
structural roof system is capable of supporting the additional loading, with a copy of report attached to the
permit application submittal.
Building code compliance evaluation of safety issues was conducted by the three categories of: fire
safety,means of egress, and general safety,as per code Sections 1301.5.1 through 1301.5.3.
-1301.5.1 Fire safety.The building has an existing fire detection, alarm,and fire-suppression systems
already installed in the facility,and not in scope of this report.
-1301.5.2 Means of egress. The means of egress will not be affected by the proposed work.
- 1301.5.3 General safety. Existing structural components were investigated by a structural engineer
for new roof loading affected by the proposed work,and his report will be submitted.
-Energy Code. This project will not be required to conform to Energy Codes provisions,as the
proposed roof panel installation is specifically exempt by Subsection C503.1.1, exception 5.Roof recover.
The proposed scope of work does include installation of additional 4"of batt insulation over existing roof
surface under the new metal panel roofing system. It may also be exempt as per IECC 2015 Section
C402.1.1 Low-energy buildings due to the low temperature requirements of the warehouse storage area
which is separated from the office building area,but the peak energy usage has not been confirmed to be
less than 3.4 Btu/h-sf, or the 1.0 watt'sf.
Code non-compliance: The proposed work meets and exceeds all code compliance requirements.
Additional information will be provided to the department once existing conditions are exposed during
construction for any impact the proposed work.
If there are any questions on any aspects of my code interpretations please contact me.
Very truly yours,
1-17-7
Ho.07007'' ' 7
7..11.7101.0.
r--` fr
Pri
r
Zbigniew Lewantowicz
architect