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32 Pine Street
Florence, MA 01062
413 -584 -6251 .
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2ND FLOOR FRAMING PLAN
Rl RXX ___
Joist Materials
Type Qty. Product Length
R1 2 SPF #2 2 x 10 16' 0"
J1 15 v v 12' 0"
N 1.4 Total length: 212' 0"
RXX 1 Jl RXX G1 2 1- 3/4x9 -1/4 VERSA -LAM 2.0 3100 12' 0"
CD 16 RXX (R /L) SPF #2 2 x 10 Total length: 24 35' 0"
Total length: 35' 0"
All product names are trademarks of their respective owners
. _ v O
• RXX R1
PRELIMINARY PLAN, NOT FOR CONSTRUCTION
•
rd .:-1" T/C Dead: 10 psf B/C Dead: 0 psf
SU " T/C Live: 70 psf B/C Live: 0 psf
M , ' - r.k. Miles Loads: Total Load: 80 psf
Duration Increase: 100% AAA►
This layout has been created using the information from the plan. provided, and /or verbal information •• a - _ ineo rpo ra ted
from the general contractor. r.k Miles assumes no responsibility for this layout if _
altered during construction or any of the structural members shown are not supplied by r.k. Miles 1-1 II
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changes are made to this project after the completion of our layout contact RK Miles
immediately
Filename: Q: \BottJeff76MasonicSt.L08 Designer:DougHo gins
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Jeffrey Bott Contracting
32 Pine Street Joist Materials
Florence, MA 01062 Type Qty, Product Length
413 -584 -6251 R1 1 SPF #2 2 x 10 16' 0"
J1 15 v v 12' 0"
Total length: 196' 0"
G1 2 1- 3/4x9 -1/4 VERSA -LAM 2.0 3100 22' 0"
Total length: 44' 0"
/ 5' 8 -1/4" 7' 2-1/4" 7' 5" RXX (R /L) SPF #2 2 x 10 30' 0"
Total length: 30' 0"
All product names are trademarks of their respective owners
j 1r T r Tr 1f & ii '1r 1r 1r 2 1 r irX 7 1r �r 11- 1
_ 1ST FLOOR FRAM PLAN
•
RXX a 16 RXX N
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RXX RI'
/ 20' 5- 1/16"
•
PRELIMINARY PLAN, NOT FOR CONSTRUCTION
rd T/C Dead: 10 psf B/C Dead: 0 psf
•
W N _ - T/C Live: 70 psf B/C Live: 0 psf
N
r.k. Miles Loads: Total Load: 80 psf
Duration Increase: 100%
This layout has been created using the information from.. the plan provided, and /or verbal information �� W = _ incorporated
from the general contractor. r.k Miles assumes no responsibility for this layout if
altered during construction or any of the structural members shown are not supplied by r.k. Miles (---' F`{
It is the responsibility of-the building contractor / owner to install and / or oversee the installation ( Scale' s
i of all the engineered wood components to assure compliance with the manufacturers specifications.if any
changes are made to this croect_ after the completion of our layout contact RK Miles - ------
immediately j .
Filename: Q: \BottJeff76MasonicSt.L06 Designer:Doug Hodgins
•
_ _ _ ..--` ^ Load bearing wall above
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Jeffrey Bott Contracting
32 Pine Street
. Florence, MA 01062
413 -584 -6251
eX1 S1 B,LSft_D l t\ c
2ND FLOOR FRAMING PLAN
42
Rl RXX
Joist Materials
Type Qty. Product Length
R1 2 SPF #2 2 x 10 16' 0"
J1 15 v v 12' 0"
Total length: 212' 0"
RXX 1 i J1 > RXX G1 2 1- 3/4x9 -1/4 VERSA -LAM 2.0 3100 12' 0"
16 Total length: 24' 0"
. RXX (R /L) SPF #2 2 x 10 35' 0"
Total length: 35' 0"
All product names are trademarks of their respective owners
)
J RXX R1
PRELIMINARY PLAN, NOT FOR CONSTRUCTION
.
ti T/C Dead: 10 psf B/C Dead: 0 psf
W " = ` T/C Live: 70 psf B/C Live: 0 psf
r.k. Mlles Loads: Total Load: 80 psf
M = Duration Increase: 100% A
This layout has been created using the information from the plan provided, and /or verbal information _ a - _ i
from the general contractor. r.k Miles assumes no responsibility for this layout if
altered during construction or any of the structural members shown are not supplied by r.k. Miles H
It is the responsibility of the building contractor / owner to instal! and / or oversee the installation 7G' Scale: /�, N�
i of all the engineered wood components to assure compliance with the manufacturers specifications.If any
changes are made to this project after the completion of our layout contact RK Miles
immediately Desi er:Dou Hod gins
Filename: Q: \BottJe gn g
Load baarin Bali above
,
--__-_____-__ ___--__�_-.~______~__'_-_-___-____~.~___-_--.-'_~_-__-._-_.'.-_____-__-�_--__' '�� -____-_ _~--'__-__~-__ - - -__'---- _ ---__�_.___-___-
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Jeffrey Bott Contracting
32 Pine Street Joist Materials
Florence, MA 01062 •
Type Qty. Product Length
413 -584 -6251 R1 1 SPF #2 2 x 10 16' 0"
•
J1 15 v v 12' 0"
Total length: 196' 0"
G1 2 1- 3/4x9 -1/4 VERSA -LAM 2.0 3100 22' 0"
Total length: 44' 0"
5' 8-1/4" i 7' 2-1/4" 7' 5" RXX (R /L) SPF #2 2 x 10 30' 0"
Total length: 30' 0"
All product names are trademarks of their respective owners
.
/:)1 1r 1r Tr , It 1r 1 l r - - 2 S 1r Ti 1r ar 1i ' PLAN'
�► ��' 1
_ 1ST FLOOR FR AMING
•
RXX < 16 > RXX
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R XX R1
20' 5- 1/16"
PRELIMINARY PLAN, NOT FOR CONSTRUCTION
i-d T/C Dead: 10 psf B/C Dead: 0 psf
SL x 1> T/C Live: 70 psf B/C Live: 0 psf
r.k. Miles Loads: Total Load: 80 psf
M F` Duration Increase: 100% , ►
This layout has been created sing the information from the plan provided, and /or verbal information .. - incorporated
.0
from the general contractor. _.k Miles assumes no responsibility for this layout if i
altered during construction or any of the structural members shown are not supplied by r.k. Miles ♦- 1-i + - - - - -- -I
It_ is the responsibility of the building contractor / owner to install and / or oversee the installation P' I SCale'
I of all the engineered wood components to assure compliance with the manufacturers specif :catiohs.lf any r - _ _ I j __._
n.
changes are made to this p oiect after the completion of our layout contact RK Miles
immediately
Filename: Q:\BottJeff76MasonicSt.L06 1Desigoer.Doug Hodgins
Load bearing rail above
. . ... . _ _ .
- . ....
. .... _ . . .
Jeffrey Bott Contracting
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32 Pine Street _________, , _. _ ._ _ _ _ . . ____. _ , . _ ._. _ ___ _ •
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Florence, MA 01062
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Jeffrey Bott Contracting
32 Pine Street
Florence, MA 01062
413 - 584 -6251
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Jeffrey Bott Contracting
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32 Pine Street ---1- Ti-- f r......_______.... . Li _t
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Florence, MA 01062 /
413-584-6251
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Jeffrey Bott Contracting
32 Pine Street
Florence, MA 01062
413 -584 -6251
Project Address:
76 Masonic Street
Northampton , MA 01060
Owner:
Alex Ghiselin
164 Riverside drive
Florence, MA 01062
413 -586 -1849
Scope of Work.
Build a self supporting 12' by 20' two story addition on an existing three story building
located at 76 Masonic Street, Northampton, MA.
First floor add two 9.5'x12' offices to existing office space.
Second floor:
Remove existing 3.5'xl l'covered porch and add 13.5x15.5' residential room and
6.5'x12' covered porch.
Floor framing as shown on drawings.
Wall framing: 2x4" or 2x6" on 16" centers,
7/16 osb sheathing
' /2 "x6" lapped siding
Roof framing:
Roof trusses, 24" on center
5/8" zip roof sheathing
IKO fiberglass singles.
EPDM membrane on second floor porch.
Windows to match existing
Exterior trim to match existing
Jeffrey Bott
Jeffrey Bott Contracting
jeffbott@aol.com
413 -584 -6251 office
413 -530 -6920 cell
Jeffrey Bott Contracting
32 Pine Street
Florence, MA 01062
413 -584 -6251
Project Address:
76 Masonic Street
Northampton , MA 01060
Owner:
Alex Ghiselin
164 Riverside drive
Florence, MA 01062
413 -586 -1849
Scope of Work.
Build a self supporting 12' by 20' two story addition on an existing three story building
located at 76 Masonic Street, Northampton, MA.
First floor add two 9.5'x12' offices to existing office space.
Second floor:
Remove existing 3.5'xl l'covered porch and add 13.5x15.5' residential room and
6.5'x12' covered porch.
Floor framing as shown on drawings.
Wall framing: 2x4" or 2x6" on 16" centers,
7/16 osb sheathing
%2 "x6" lapped siding
Roof framing:
Roof trusses, 24" on center
5/8" zip roof sheathing
IKO fiberglass singles.
EPDM membrane on second floor porch.
Windows to match existing
Exterior trim to match existing
Jeffrey Bott
Jeffrey Bott Contracting
jeffbottgaol.com
413 -584 -6251 office
413 -530 -6920 cell
Version1.7 Commercial Building Permit May 15, 2000
•
SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11)
Independent Structural Engineering Structural Peer Review Required • Yes 0 No
SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
n(:x G : r!!ae► .H`/._,.2 '-' A .T!��'' __ as Owner of the subject property
hereby authorize ..... �_
act on my behalf, in all matters relative to work authorized by this uildi' • • -rm'i ap i Iication.
Signature of Owner Date
C I t12t� -
.._..___...._.,___.,. ___,_._.,_. ...._.._. ___ �..__. _.w...__....__,. , 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 under the pains and,penaltie of perjunr. µ
Print Name ,
q/9
Signature of Owner /Agent Date
SECTION 12 - CONSTRUCTION SERVICES
10.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder : ...CS _ : /'e0 4 ?) 3157
License Number
Address Expiration Date
� M
Signa � Telephone
SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25 C( 6 ))
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 the building permit.
Signed Affidavit Attached Yes 4 g1. No 0
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
u Boston, MA 02111
www.mass.gov /dig
Workers' Compensation Insurance Affidavit: Builders /Contractors/Electricians /Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual):—.4 4 4 t >a Nte ty,
Address:
v t 'z,
City /State /Zip: V" ' i Pt Phone #: L. " 5
Are you an employer? Check the appropriate box: Type of project (required):
1.g I am a employer with 4. [] I am a general contractor and I
—� 6. ❑ New construction
employees (full and/or part- time).* have hired the sub - contractors
2. ❑ , I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub- contractors have 8. 0 Demolition
working for me in any capacity. employees and have workers'
g Y P h' 9. g Building addition
[No workers' comp. insurance comp. insurance.
required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions
f
oficers have exercised their 11. Plumbing repairs 3. ❑ I am a homeowner doing all work ❑ or additions Plumbing P.
myself. [No workers' comp. right of exemption per MGL 12. ❑Roof repairs
insurance required.] t c. 152, § 1(4), and we have no
employees. [No workers'
13.0 Other
comp. insurance required.]
*Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
1- Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have
employees. If the sub - contractors have employees, they must provide their workers' comp. policy number.
I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site
information. ff
Insurance Company Name: j5 c.t.kt� r 01 fir,.- S �d �' °,-� c i C.
Policy # or Self -ins. Lic. #: CC,5v Js 0 Li-L.1> t `L4 Expiration Date: L -15' l2.
Job Site Address: 742 Moo ( C` City /State /Zip: O -- 16rYl,01a ) 114 0l t,
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 of a STOP WORK ORDER and a fine
of up to $250.00 a day against the violator. Be advised that a co py 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 perjury that the information provided above is true and correct.
_ 'L
Si gnature: ' � � D at e: 2- " . (
Phone #: 6 5? t{ 2-C l
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):
1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone #:
Version1.7 Commercial Building Permit May 15, 2000
SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTIONSERVICES - FOR BUILDINGS' AND STRUCTURES SUBJECT TO
CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN_35,000 C.F. OF EN,LOSED SPACE)
9.1 Registered Architect:
._..._ _ _. .______.__._.__._._...__�.._... ..w. Not Applicable ❑
Name (Registrant): ._.._._,.__..___.__.._ _ ___ . _..__.... ,. ,
�. .w - .__.�._ ..._.— m...�., _,n.m._.._
Registration Number
Address .._..._..
_ ..___.. Expiration Date
Signature Telephone
9.2 Registered Professional Engineer(s):
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.,w .._. .n_. _... w.. _.._..
Address Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
9.3 General Contractor
Company Name.
_!- ( 1, --1.- 6 .....Ce 0-14 . ,-t-1 ----- .__.__.......__ Not Applicable ❑
`
Resp le In h rge of Con traction
Address_
k.\..... ..„„--.__„—________
Signatlf. Telephone
1
Version1.7 Commercial Building Permit May 15, 2000
8. NORTHAMPTON ZONING ,
Existing Proposed Required by Zoning ,
This column tore filled in by
Building Department
Lot Size y �._.3
Frontage �.._. _ ___._. __ .. , ._____, � .__. _.._ ... . . ... . ....._._..m ._ . _._.__, _ . ..___.
Setbacks Front ; j µ I(
Side L .-2 ._ R:.-1-9,,-.. -,6---
L _..; ., R:_.. :
Rear .. __f — ` _ ._.
Building Height ° .
Bldg. Square Footage , Pc t c 731— y % ' j s� y L . - y7
Open Space Footage % _ __ T
(Lot area minus bldg & paved 1114> ,P ' �, c, t s
parking)
w ..
# of Parking Spaces : d _.2 —
Fill:
(volume & Location) _ _.
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO 0 DONT KNOW 0 YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW 0 YES 0
IF YES: enter Book '; Page and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained 0 Obtained , Date Issued
C. Do any signs exist on the property? YES 0 NO 0
IF YES, describe size, type and location: } OUT wLlCc.Cr;. - t7 4 - 4 CS �t
D. Are there any proposed changes to or additions of signs intended for the property ? YES (3 NO 0
IF YES, describe size, type and location:
E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
Version1.7 Commercial Building Permit May 15, 2000
SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN ,3 ,000
!'
CUBIC FEET OF ENCLOSED SPACE
Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building
Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑
Brief Description Enter a brief description here. 6.0 i` D A 2 7 " 'y t '' G `' - t '- A° v Pc n .
Of Proposed Work:: va c> f r 0 '" Nr ; i (' ta ci.n Ci\c. 4 f= iC cZ
SECTION 5 - USE GROUP AND CONSTRUCTION TYPE
USE GROUP (Check as applicable) CONSTRUCTION TYPE
A Assembly ❑ A -1 ❑ A -2 ❑ A -3 0 1A 1 ❑
A-4 ❑ A -5 ❑ 1B ❑
B Business lill 2A ❑
E Educational ❑ 2B _ 1 ❑
F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑
H High Hazard ❑ _ 3A ❑
Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑
M Mercantile ❑ 4 ❑
R Residential Igt R -1 ❑ R -2 ❑ R -3 0 5A ❑
S Storage 0 S -1 0 S -2 ❑ 5B I ❑
•
. __
U Utility ❑ Specify:
M Mixed Use ❑ Specify: _ _ _N_
S Special Use ❑ Specify: .�, .. _ �� ___ _ m _ � 4 _ .�.�.�..... _ .....
COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,' ADDITIONS AND/OR CHANGE IN USE
Existing Use Group: ___ _._.__ ___ ..__....___ . Proposed Use Group: ` _.. _... _
Existing Hazard Index 780 CMR 34): „ �_ ____ ___ Proposed Hazard Index 780 CMR 34): m______.___.__..___x._._. _..____
SECTION 6 BUILDING HEIGHT AND AREA
BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY
Floor Area per Floor (sf)
_ _ .... _. 1 st ; "0 q Q
1St 500 Sr-
2nd 6 .., 5 �. 2 nd : 01 `I U
__.. _. 4 th
4th
Total Area (sf) ) v Total Proposed New Construction s
q 0
Total Height (ft) 3 � ? _..
Total Height ft �., 01 1
7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood, Zone Information: 7.3 Sewage Disposal System:
Public 56 Private ❑ Zone _ ___,,,, Outside Flood Zone Municipal ® On site disposal system El
Versionl.7 Commercial Building,Permit May 15, 2000
r ' i NDeOaA el t use ,ottly '#44.;2,
-- City of Northampton stata Pe t t. Ty
i Building Department C - Wt/Dnueway�Perm�' a ' � . ,,t�
25 2012 Main Street S ew er tSe p tti ,'v , ltt ty ' ' f , i
�� T n3^ ���^ i ''�`S 7 3
Room 100 Water/Vtlel�XVartabi1 � �
oEPr c.= aui of i� iNSre rioNS
rthampton, MA 01060 W e s of trt ctu g
N r�rr;ni� °TON MA p one 41 - 587 -1240 Fax 413- 587 -1272 Plot/Si Pl
Other Specify
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING
OTHER THAN A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1.1 Property Address: This section to be completed by office
70 ? C, H AS c -L1 lc ste.fe ( ` Map Lot Unit
Zone Overlay District
CB District
SECTION 2- PROPERTY OINNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record: _
1"14, tGNu4c(N Da>� wr-Ttf; riA ! _.
-5 _________ ii? N i r T ' w- L___ 1C:.`(_ f 1J -1∎ c �7ru e7TANI�, viwx.
Name (Print) 11 j , Current Mailing Address
��� y _ ,
�/ via L, * � �3 y
Signature Pie.. ,, CL_ A �
Ii (,V,t VJ� 4 6 Telephone
2.2 Authorized Agent:
/ _ „ \ _ _ I � sL ._ . , i . 6 c _ , ..._ . _ _.m:.. ..w_ _ _ _ � Zvl� -S O L— l7e i3l�.( T Z V il( Y
Name (Print) Cu rren t Mailm Address
�r s - „,_____,,________,.....„,_______...._,
Signature Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building Lr o r> c, i (a) Building Permit Fee
2. Electrical ; (b) Estimated Total Cost of
J ° ° c ” Construction from (6) ._...._ ................ . ..._
3. Plumbing ; Building Permit Fee
4. Mechanical (HVAC)
6 <a c.). _.. „.
5. Fire Protection i
6. Total= (1 +2 +3 +4 +5) 5 0c) Che ck Number �jt (Y
This Section For Official Use Only ✓ii
Building Permit Number Date
. Issued
Signature:
Building Commissioner /Inspector of Buildings Date
File # BP- 2012 -0926 f
APPLICANT /CONTACT PERSON JEFFREY BOTT ! Y
ADDRESS/PHONE 32 Pine Street FLORENCE (413) 584 -6251 Uc6
- sk
PROPERTY LOCATION 70 - 76 MASONIC ST e�-�
MAP 31D PARCEL 123 000 ZONE CB(100)/ A �� ' 6 '
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out � ( ,
Fee Paid L5 !O Q �/ Z 43/ 2
Typeof Construction: CONSTRUCT 12 X 20 2 STORY ADDITION TO EXPAND USE & 2ND FLR FIRE,
ESCAPE ��� � ��
New Construction .
Non Structural interior renovations c C
Addition to Existin_ _ I �' �'
Accesso Structure
Building Plans Included: E , (>
Owner/ Statement or License 053157
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF ATION PRESENTED:
Approved Additional permits required (see below) ti C 1� fdi"„ fb'12 7 o F it6 A
PLANNING BOARD PERMIT REQUIRED UNDER:§ p n Y ri+ , \
Intermediate Project: Site Plan AND /OR Special Permit With Site Plan (��u
Major Project: Site Plan AND /OR Special Permit With Site Plan „ h p,Q
ZONING BOARD PERMIT REQUIRED UNDER: § 4150117--
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- ••olit '' Del.
AlletV
Signaf Buildi _ Of icial 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.
File # BP- 2012 -0926
APPLICANT /CONTACT PERSON JEFFREY BOTT
ADDRESS /PHONE 32 Pine Street FLORENCE (413) 584 -6251
PROPERTY LOCATION 70 - 76 MASONIC ST
MAP 31D PARCEL 123 000 ZONE CB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out ���, / 11 ��
Fee Paid , `7
Typeof Construction: CONSTRUCT 12 X 20 2 STORY ADDITION TO EXPAND USE FOUNDATION ONLY
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 053157
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO PRESENTED: rI i P( ` ii9 J _ , , ^", " q
Approved Additional permits required (see below) �
FOANGA A 5 ' 3 /IZ - CAS vA,
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*
V 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
Demolition Delay
. 771 VI 2,
Signature of Building Official 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.
70 - 76 MASONIC ST BP- 2012 -0926
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 31D - 123 CITY OF NORTHAMPTON
Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADDITION BUILDING PERMIT
Permit # BP- 2012 -0926
Project # JS- 2012- 001230
Est. Cost: $52000.00
Fee: $312.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group_ JEFFREY BOTT 053157
Lot Size(sq. ft.): Owner: WELTER DIANE J & ALEX GHISELIN
Zoning: CB(100)/ Applicant: JEFFREY BOTT
AT: 70 - 76 MASONIC ST
Applicant Address: Phone: Insurance:
32 Pine Street (413) 584 -6251 Workers Compensation
FLORENCEMA01062 ISSUED ON:7/19/2012 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 12 X 20 2 STORY ADDITION TO
EXPAND USE
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Numbing 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 5/3/2012 0:00:00 $312.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner
r\
\1
Job Truss Truss Type - 1Qty Ply 75 MASONIC ST. NORTHAMPTON, MA 1
27791 T1 FINK 6 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Jun 25 11:32.50 2012 Page 1
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Plate Offsets (X,Y): [8:0 -2 -8 147# • 1818#1413#
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Lid PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.79 Vert(LL) - 0.10 8-9 >999 240 MT20 197/144
(Ground Snow =50.0) Lumber Increase 1.15 BC 0.43 Vert(TL) - 0.25 8-9 >697 180 MT18H 197/144
TCDL 10.0 Rep Stress lncr YES WB 0.50 Horz(TL) 0.02 8 n/a n/a
BCLL 0.0 • Code IRC2009/TPI2007 (Matrix) Weight: 71 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E 7) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all
BOT CHORD 2 X 4 SPF No.2 TOP CHORD areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and
WEBS 2 X 4 SPF Stud 2- 10=- 1487 / 157, 3-10 =- 1361/170, 3-11 =- 1085/95, 11 -12 =- 998/99, members.
m
any other m
BRACING 12 -13 =- 938/103, 4-13 =- 933/113, 4-14 =- 549/1278, 8) All bearings es bre assumed to be SPF No.2 .
TOP CHORD 14-15=-551/1130, 15- 16=- 554/1070, 5-16=-561/1006, 9) Provide mechanical connection (by others) of truss to bearing plate capable of
Structural wood sheathing directly applied or 4-3-4 oc puriins. 5-17 =- 457/701, 6-17 =- 468/588 withstanding 147 Ib uplift at joint 2 and 413 Ib uplift at joint 8.
BOT CHORD BOT CHORD 10) This truss is designed in accordance with the 2009 International Residential Code
Rigid ceiling directly applied or 6-0-0 oc bracing. 2 -9 =- 143/1319, 8-9 =- 34/354, 6-8 =- 533/450
WEBS WEBS sections R502.11.1 and R802.10.2 and referenced standard ANSITTPI 1.
1 Row at midpt 4-8 3-9 =- 604/182, 4 -9 = -51 /736, 4-8 =- 1702/609, 5-8 =- 749/244 11) analysis Semi -rigid design of this with fixed heels" Member end fixity model was used in the
lysis and desgn of this truss.
REACTIONS (Ib /size) NOTES (12) 12) All Plates 20 Gauge Unless Noted
2 = 761/0 -3-8 (min. 0-1 -8) 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. II; Exp 8; LOAD CASE(S)
8 = 1818/0 -3-8 (min. 0 -2 -14) enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) -1 -0 -0 to 2 -0-0, Standard
Max Flom Interior(1) 2 -0 -0 to 7 -2 -8, Exterior(2) 7 -2 -8 to 10 -2 -8, Interior(1) 13-2 -8 to 18 -5 -0 zone;
2 = • -38(LC 9) cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions
Max Uplift shown; Lumber DOL =1.33 plate grip DOL =1.33
2 = - 147(LC 8) 2) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow);
8 = - 413(LC 9) Category II; Exp B; Partially Exp.; Ct =1.1
Max Gray • 3) Unbalanced snow loads have been considered for this design.
2 = 890(LC 2) 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times
8 = 1818(LC 1) flat roof load of 38.5 psf on overhangs non - concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
any other live loads.
Job Truss Truss Type Qty Ply 75 MASONIC ST. NORTHAMPTON, MA
27791 T1GE GABLE 1 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Mon Jun 25 11:33:12 2012 Page 1
ID :aQ8AohIXZns7eAAIcJEOSgz2pFR -t1 LLd_ KYr4exHwAmFiQ
i 1 -0 -0l 10 -2 -8 10 -2 -8 1 1 1 0 0
Scale: 3/8" =1'
4x4 =
7 ' OF,fi
'
5.00 , 7j � ,
A A- 5 25 • i 26 9 , / " x �
24 a�
1 e r
i 1
3 11
41 2 �I :di grill • NM ■ iiiill11111.— 12 13
c G II II B ` ■ ■ ■ 11/ ■ B2 ■ Io
■ " ■ - - ■ - — ����� — � �* I t� " - " ∎- - - - -- *�� .1 PI ��� ■ " '1 3x4 =
15 14
3x4 = 23 22 21 20 28 19 29 18 17 16
6x6 =
136#/ -312# 319#/ -58# 236#/ -56# 279#/ -39# . _ 1 40/4-28# 16g#5241# 138#/ -127# 971#/ -339#
20 -5 -0
Plate Offsets (X,Y): [16:0 -2- 12,0 -0-0]
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.56 Vert(LL) -0.01 12 -13 n/r 120 MT20 197/144
(Ground Snow =50.0) Lumber Increase 1.15 BC 0.56 Vert(TL) 0.00 12 -13 n/r 90
TCDL 10.0 Rep Stress Incr YES WB 0.39 Horz(TL) -0.02 17 n/a n/a
BCLL 0.0 Code IRC2009/TPI2007 (Matrix) Weight: 75 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF No.2 TOP CHORD 4) Unbalanced htruss has snow loads have been considered min for n roo f is design.
OTHERS 2 X 4 SPF Stud 2 -3 =- 631/985, 3-4 =- 553/945, 4-24 =- 517/908, 5-24 =- 513/944, 5) t roof load of 3 5 . psf designed overhangs for greater non o n
mif with he other live to psf or 1.00 times
6
BRACING 5-25 =- 479/898, 6-25 =- 473/949, 6-7 =- 415/937, 7 -8 =- 422/949, 6) All plates load of 38.5 4f T unless no otherwise id irect with other lie loads.
7) Gll bletss d p ce at 20 unless otherwise indicated.
TOP CHORD 8-26 =- 434/891, 9-26 =- 437/820, 9 -27 =- 556/1022, 10- 27=- 562/979,
Structural wood sheathing directly applied or 8 -9 -11 oc puriins. 10 -11 =- 570/963, 11- 12=- 602/940 7) Gable ass has spaced at s gne for 10.0 psf bottom chord live load nonconcurrent with
any CHORD BOT CHORD 8) y truss other has been designed foy other live loads.
Rigid ceiling directly applied or 5 -3-13 oc bracing. 2 -23 =- 839/617, 22 -23 =- 839/617, 21 -22 =- 839/617, 9) • This truss has been designed for a live load of 20.0psf on the bottom chord in all
20 -21 =- 839/617, 20 -28 =- 839/617, 19 -28 =- 839/617, areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit between the bottom chord and
REACTIONS All bearings 14 -7 -0. 19 -29 =- 839/617, 18 -29 =- 839/617, 17- 18=- 839/617, any other members, with BCDL = 10.Opsf.
(Ib) - Max Horz 16 -17 =- 839/617, 15- 16=- 839/617, 14 -15 =- 839/617, 10) All bearings are assumed to be SPF No.2 .
2= -39(LC 9) 12 -14 =- 839/617 11) Provide mechanical connection (by others) of truss to bearing plate capable of
Max Uplift WEBS withstanding 100 Ib uplift at joint(s) 20, 21, 22, 23 except (jt =lb) 2 =312, 19 =229, 18 =127,
All uplift 100 Ib or less at joint(s) 20, 21, 22, 23 except 7- 19=- 882/437, 6-20 =- 287/149, 3-23 =- 274/165, 9-17 =- 570/307 17 =339.
2=- 312(LC 3), 19=- 229(LC 9), 18=- 127(LC 1), 17=- 339(LC 9) 12) Non Standard bearing condition. Review required.
Max G ;av NOTES (15) 13) This truss is designed in accordance with the 2009 International Residential Code
All reactions 250 lb or less at joint(s) 2, 22, 18 except 1) Wind: ASCE 7-05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp B; sections R502.11.1 and R802.10.2 and referenced standard ANSITrPI 1.
19= 1068(LC 1), 20= 340(LC 2), 21= 279(LC 2), 23= 319(LC 1), enclosed; MWFRS (low -rise) gable end zone and C -C Comer(3) -1 -0-0 to 2 -2 -8, 14) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the
17= 971(LC 3) w Exterior(2) 2 -2 -8 to 7 -2 -8, Comer(3) 7 -2 -8 to 10 -2 -8, Exterior(2) 13-2 -8 to 18 -2 -8 zone; analysis and design of this truss.
cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions 15) All Plates 20 Gauge Unless Noted
FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. shown; Lumber DOL =1.33 plate grip DOL =1.33
TOP CHORD 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to LOAD CASE(S)
2 -3 =- 631/985, 3-4 =- 553/945, 4-24 =- 517/908, 5-24 =- 513/944, wind (normal to the face), see MiTek "Standard Gable End Detail" Standard
5-25 =-479 /898, 6-25 =- 473/949, 6- 7=- 415/937, 7 -8 =- 422/949, 3) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); I
Category II; Exp B; Partially Exp.; Ct =1.1
KeyBuild Structure m 2.402d BottJeff76MasonicSt - Level 10 - ° ` 7 -16 -12
kmBeamEitgine 4.600g
Materials Database 1369 • t 10:05am
J a� ,`2 "� te.. , 1 of 1
l Member'Data
,f ; .
Description: CalcB1 Member Type: Beam A ti'on°-Floar- °- - ""
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL
I Live Load: 0 PLF Deck Connection: Nailed f Member Weight: 5.6 PLF
Filename: Q: \BottJeff7 I
Other Loads
Typo Trib. Dead • Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 6' 3.00" 267 549 Snow
6 3 0
0
6 3 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.980" 2525# --
2 6' 1.750" Wall N/A N/A 1.980" 2525# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Snow
1 837# 1688#
2 837# 1688#
Design spans
6' 1.750"
Product: SPF #2 2 x 10 2 ply PASSES DESIGN CHECKS
Minimum 1.98" bearing required at bearing # 1
Minimum 1.98" bearing required at bearing # 2
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
--"- -- — - -- Actual Allowable Capacity Location Loading
Positive Moment 3879.'# 3946.'# 98% 3.07' Total load D +S
Shear 1891.# 2872.# 65% 5.53' Total load D +S
LL Deflection 0.0636" 0.2049" L/999+ 3.07' Total load S
TL Deflection 0.0952" 0.3073" L/774 3.07' Total load D +S
Control: Positive Moment
DOLs: Live =100% Snow =115% Roof = 125% Wind =160%
This member has been designed in accordance with NDS 2005
All product names are trademarks of their respective owners
- a
4
.. Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
"Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet.
KeyBuildstructureTM2.402d BottJeff76 asonicSt - Level 8 7 -16 -12
ktnBeamEngine 4.6009
Materials Database 1369 . 1 10 :08am
1 of 1
' Member Data
Description: CaIcA2 Member Type: J st Application: Floor
Comments: Top Lateral Brac' g: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 10 PSF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL
Live Load: 70 PSF Deck Connectioi: Glued & Nailed
Filename: Q:\BdttJeff7
i
u � #6 A" nail c i , rt .
' "� `r ^r ',�� Y� a `= a _ b r r F ?,� �;r- � � s �i 6 r'' " -!�T�+
r3 d '�r .F a ., r„ Vii R.,#f _,r �i . -'-- 7� fcm'"
12 0 0
O 0
12 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 608# --
2 11' 4.750" Wall N/A N/A 1.500" 608# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 76#(57p1f) 532#(399p1f)
2 76#(57p1f) 532#(399p1f)
Design spans
11' 4.750"
Product: 1- 314x7 -114 VERSA -LAM 2.0 3100 SP 16.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1732.'# 4356.'# 39% 5.7' Total load D +L
Shear 543.# 2411.# 22% 0.01' Total load D +L
TL Deflection 0.3642" 0.5698" L/375 5.7' Total load D +L
LL Deflection 0.3186" 0.3799" L/429 5.7' Total load L
Control: LL Deflection
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
Design assumes a repetitive member use increase in bending stress: 4
at All product names are trademarks of their respective owners
f, 'r Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
i at Sit_ '
"Passing is defined as when the member, Floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet.
, S
KeyBuild Structure", 2.402d BottJeff76MasonicSt - Level 8 7 -16 -12
kmBeamEngine 4.600g
Materials Database 1369 • ( t 10:07am
1 of 1
Member Data
i i
Description: CaIcG1 Member Type: Girder Application: Floor
Comments: T op Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
• Standard Load: Moisture Condition: Dry Building Code: IBC /IRC •
Dead Load: 0 PLF ' Deflection Criteria: L/360 live, U240 total 1.500" max. LL '
Live Load: 0 PLF ! Deck Connection: Nailed Member Weight: 13.7 PLF
J Filename: Q: \BottJeff7
Other Loads
Type 1 Trib. Dead Other I
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 3' 0.00" 348 549 Snow
Replacement Uniform (PLF) Top 0' 0.00" 12' 0.00" 7 47 Live
Replacement Uniform (PLF) Top 0' 0.00" 12' 0.00" 7 47 Live
Replacement Uniform (PLF) Top 9' 0.00" 12' 0.00" 348 549 Snow
Point (LBS) Top 0' 2.75" 125 53 Snow
Point (LBS) Top 3' 0.00" 842 1648 Snow
Point (LBS) Top 9' 0.00" 842 1648 Snow
Point (LBS) Top 11' 7.38" 151 107 Snow
.I.
ms s. `°
/
12 0 O
O 9
12 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 5245# --
2 11' 4.750" Wall N/A N/A 1.500" 5319# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 2062# 532# 3182#
2 2083# 532# 3236#
Design spans
11' 4.750". -
Product: 1- 3/4x9 -1/4 VERSA -LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
NOTE: Pass -thru framing is required at point loads over bearings.
'.Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10519.'# 23810.'# 44% 2.85' Total load D +S
Shear 4354.# 10611.# 41% 0.01' Total load D +S
TL Deflection 0.3939" 0.5698" L/347 5.7' Total load D +S
LL Deflection 0.2445" 0.3799" U559 5.7' Total load S
Control: TL Deflection
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table
All product names are trademarks of their respective owners
laiit i .
+- Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
"Passing is defined as when the member, floor )oist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet.
KeyBnildstructureTM2.4 2d BottJeff76MasonicSt - Level 6 , 7-16-12
S , „. - - '
kmBeamEatgine 4.609g G
Matetials Database 1169 , �� }—� 56am
I ' / 1 of 1
Member D
Description: aIcG1 Member Type: Girder Applicatio Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load'. 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL '
Live Load: ( 0 PLF Deck Connection: Nailed Member Weight: 9.1 PLF
I Filename: Q: \BottJeff7 J
Other Loads
Type 6 Trib. Dead • Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 5' 7.00" 201 840 Live
Replacement Uniform (PLF) Top 5' 7.00" 17' 5.00" 201 840 Live
Replacement Uniform (PLF) Top 17' 5.00" 20' 5.00" 0 43 Snow
Replacement Uniform (PLF) Top 17' 5.00" 20' 5.00" 303 840 Live
Point (LBS) Top 5 9.75" 1988 3240 Snow
Point (LBS) Top 17' 5.00" 83 0 Live
k. ,' r : .mow x e' g k� "' " s a 4
5 9 0 7 3 0 7 5 0
O ® 0
2050
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 2566# -51#
2 5' 4.375" Wall N/A N/A 2.940" 10554# --
3 12' 7.375" Wall N/A N/A 3.415" 8965# --
4 19' 7.750" Wall N/A N/A 1.500" 3437# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 424# 2142# 2#
2 3379# 6327# 3231#
3 1834# 7131# 33#
4 826# 2611# 86#
Design spans
5' 4.375" 7' 3.000" 7' 0.375" y
i
Product: 1- 3/4x9 -114 VERSA -LAM 2.0 3100 SP 2 ply / PASSES DESIGN CHECKS
NOTE: Pass -thru framing is required at point loads over bearings. , ,,,, ,
Design assumes continuous lateral bracing along the top chord "
No lateral bracing required along the bottom chord. y __."
Allow Stress esigri '
Actual Allowable Capacity Location Loading
Positive Moment 5096.'# 13272.'# 38% 16.83' Odd Spans D +L
Negative Moment 6186.'4 13272.'# 46% 12.61' Adjacent 2 D +L
Negative Unbrcd 6186.'# 13272.'# 46% 12.61' Adjacent 2 D +L
Shear 3842.# 6151.# 62% 12.62' Adjacent 2 D +L
TL Deflection 0.0886" 0.3516" U952 16.48' Odd Spans D +L
LL Deflection 0.0722" 0.2344" U999+ 16.13' Odd Spans L
Control: Shear
DOLs: Live = 100% Snow115% Roof =125% Wind= 160%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table
All product names are trademarks of their respective owners
k
�F
i Copyright (C)1987 •2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
" Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet.
2! -(- 6_ , ifr-eue)
Jeffrey Bott Contracting
5/12 roof truss 32 Pine Street
6" raised heal
5/8 Zip roof Florence, MA 01062
26 gauge metal roofing
413 - 584 - 6251
12" loose fill cellouse insulation
above flat ceiling R -42
2.5" spray foam at wall eave juncture
w/ vents R -25
76 Masonic Street
Northampton, MA
2x4 wall 16" on center
L 2 -2x10 window headers typ.
7/16 Zip wall sheating Wall Section
cedar lap siding
2.5" spray foam in walls R -25
5/8" drywall typ.
2x10 floor joist 16" on center
f _
2.5" spray foam on all rim joist and 24" down
exterior concrete wall
9" fiberglass insulation R -30
in first floor joist over crawl space.
70 - 76 MASONIC ST g BP- 2012 -0926
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: i 11_D - 123 CITY OF NORTHAMPTON
Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADDITION BUILDING PERMIT
Permit # BP- 2012 -0926
Project # JS- 2012 - 001230
Est. Cost: $52000.00
Fee: $312.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: JEFFREY BOTT 053157
Lot Size(sq. ft.): Owner: WELTER DIANE J & ALEX GHISELIN
Zoning: CB(100)/ Applicant: JEFFREY BOTT
AT: 70 - 76 MASONIC ST
Applicant Address: Phone: Insurance:
32 Pine Street 413 584 -6251 Workers Corns ensation
FLORENCEMA01062 ISSUED ON :•7/19/2012 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 12 X 20 2 STORY ADDITION TO
EXPAND USE
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: 5 -3 - i V. C., "`"
Rough: Rough: 7-/C4 - ' a- House # Foundation:0 k 1,T 55 -
R P rieN Driveway Final:
Final: Final: ' " / -
P CO Rough Frame: We'// 7// L-au:j-
v as: Fire Department Fireplace /Chimney:
Rough: Oil: Insulation: O
Final: Smoke: Final:( -j ' / . / (J ' C'7 /✓'∎- -
THIS PERMIT MAY BE REV 0 1 ',: E je NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND ' • � � , �yau •�'v"
Certificate of Occupant x / Signature:
FeeType: Date Paid: Amount:
Building 5/3/2012 0:00:00 $312.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck - Building Commissioner
70 - 76 MASONIC ST BP- 2012 -0926
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 31D - 123 CITY OF NORTHAMPTON
Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADDITION BUILDING PERMIT
Permit # BP- 2012 -0926
Project # JS- 2012- 001230
Est. Cost: $52000.00
Fee: $312.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: JEFFREY BOTT 053157
Lot Size(sq. ft.): Owner: WELTER DIANE J & ALEX GHISELIN
Zoning: CB(100)/ Applicant: JEFFREY BOTT
AT: 70 - 76 MASONIC ST
Applicant Address: Phone: Insurance:
32 Pine Street (413) 584 -6251 Workers Compensation
FLORENCEMA01062 ISSUED ON:5/3/2012 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 12 X 20 2 STORY ADDITION TO
EXPAND USE &, FOUNDATION ONLY
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter: r •",� r
Footings: a.-'
Rough: Rough: House # Foundation: -
- Driveway Final:
Final: Final:
t
Rough Frame: O ic I X t . t ,
Gas: Fire Department Fireplace /Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final: 'I llNa. ( K
THIS PERMIT MAY BE REVO D : THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND ' . � % `S.
a Aro 4,0•44.4.
Certificate of Occupancy i ' nature:
FeeType: Date Paid: Amount:
Building 5/3/2012 0:00:00 $312.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner
Planning - Decision City of Northampton
Hearing No.: PLN- 2012 -0027 Date: April 17, 2012
Central Business Architecture Committee and certify that a copy of this and all plans have been filed with the Board and the City Clerk on
the date shown above.
I cert' • that this decisi , n as been mailed to the Owner and Applicant.
,/,.#1 ..11
Any issuance or denial of a permit by the Committee may be appealed to the Northampton Planning Board, by an applicant or other
aggrieved party, provided such appeal has been filed within 21 days of the filing of said decision with the City Clerk. The Planning Board
shall limit its consideration of such an appeal to considering errors of the Committee and shall need a two- thirds vote of its members to
overturn the action of the Committee.
May 9, 2012
I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above
Decision of the Central Business Architecture Committee was filed in the Office of the
City Clerk on April 17, 2012, that twenty one days have elapsed since such filing and
that no appeal has been filed in this matter.
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GeoTMS® 2012 Des Lauriers Municipal Solutions, Inc. & I *I . AT TEST: HAMPSHE, /L;, . tc . REGfiSTER
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Planning - Decision City of Northampton
Hearing No.: PLN- 2012 -0027 Date: April 17, 2012 111 I III 11 111 ffl 1111 1111
APPLICATION TYPE: SUBMISSION DATE: 2012 00016736
Central Business Arch. District Permi 3/20/2012 Bk: 10978Pg: 212 Page: 1 of 2
Recorded: 07/18/2012 11:48 AM
Applicant's Name: Owner's Name:
NAME: NAME:
WELTER DIANE J & ALEX GHISELIN WELTER DIANE J & ALEX GHISELIN
ADDRESS: ADDRESS:
164 RIVERSIDE DR 164 RIVERSIDE DR
TOWN: STATE: ZIP CODE: TOWN: STATE ZIP CODE:
NORTHAMPTON MA 01060 NORTHAMPTON MA 01060
PHONE NO.: FAX NO.: PHONE NO.: FAX NO;
(413) 586 -1849 0 (413) 586 -1849 0
EMAIL ADDRESS: EMAIL ADDRESS:
Site Information: Surveyor's Name:
STREET NO.: SITE ZONING: COMPANY NAME:
70 -72 MASONIC ST CB(100)/
TOWN: ACTION TAKEN: ADDRESS:
NORTHAMTPON MA 01060 Approved
MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW
31D _ 123 000 156: CENTRAL BUSINESS ARCHITECTURE TOWN: STATE: ZIP CODE:
Book: 'Page: REVIEW
PHONE NO.: FAX NO.:
EMAIL ADDRESS:
NATURE OF PROPOSED WORK:
12 X 20 2 STORY ADDITION TO EXPAND USE & 2ND FLR FIRE ESCAPE
HARDSHIP:
CONDITION OF APPROVAL:
FINDINGS:
The Central Business Architecture Committee approved the application for addition to front of the existing building based on the plans
provided in the application.
In granting approval the Committee found the project to met the standards in Chapter 156 for additions to a transitional residential
building that will add to the vibrancy of the Central Business District. The two -story addition will have cladding and windows that match
the existing structure.
COULD NOT DEROGATE BECAUSE:
FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE:
4/26/2012 4/5/2012 4/26/2012
REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY APPEAL DEADLINE:
3/29/2012 5/24/2012 4/12/2012 4/26/2012 5/8/2012
FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE:
3/29/2012 4/12/2012 4/12/2012 4/17/2012
SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE:
4/5/2012 7 :00 PM 5/27/2012 5/27/2012
MEMBERS PRESENT: VOTE:
Barry Steeves votes to Grant
Aelan Tierney votes to Grant
Rick Klein votes to Grant
Joseph Blumenthal votes to Grant
MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION:
Barry Steeves Rick Klein 4 Approved
MINUTES OF MEETING:
Available in the Office of Planning & Development
I. Carolyn Misch, as agent to the Central Business Architecture Committee, certify that this is a true and accurate decision made by the
GeoTMS® 2012 Des Lauriers Municipal Solutions, Inc.
File # MP- 2012 -0074
APPLICANT /CONTACT PERSON WELTER DIANE J & ALEX GHISELIN
ADDRESS/PHONE 164 RIVERSIDE DR (413) 586 -1849 0
PROPERTY LOCATION 70 - 76 MASONIC ST
MAP 31D PARCEL 123 000 ZONE CB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT p x/ ��.-
Fee Paid `�66
Building Permit Filled out
Fee Paid
Typeof Construction: ZPA - 12 X 20 2 STORY ADDITION TO EXPAND USE & 2ND FLR FIRE ESCAPE
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans / Plot Plan
THE F L LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF ATION 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
,A.---,._ 716 I
Signature of Building Official 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 the Office of
Planning & Development for more information.