38B-279 (10) File#MP-2020-0038
APPLICANT/CONTACT PERSON SUN TEN-HERNG&JEN-JEN C/O PETER STEVENS
ADDRESS/PHONE 48 MAPLE AVE#3
PROPERTY LOCATION 37 REVELL AVE
MAP 38B PARCEL 279 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIR D DATE
ZONING FORM FILLED OUT
Fee Paid t
Buildinp,Permit Filled out
Fee Paid
Typeof Construction: ZPA- REPLACE EXISTING NON-CONFORMING LOCATION
New Construction
Non Structural interior renovations
Addition to Existing
Accessoa 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
INFORMATION PRVENTED:
Approved 1/ 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 :ERMIT 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
y ' 5 �°�
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.
ECE1 vED
File No.
N NG PERMIT APPLICATION (§i o.2)
0 of
tiI
ORT1A�,�?hr ��E or rint all information and return this form to the Building
A 'N,
----��I �
jce ith the X30 filing fee (check or money order)payable to the
City of Northampton
1. Name of Applicant: Peter and Rachel Stevens
Address: 39 Revell Ave Telephone: 413-570-3213
2. Owner of Property: same
Address: Telephone:
3. Status of Applicant: Owner X Contract Purchaser Lessee Other (explain)
4. .lob Location: 37-39 Revell Ave
Parcel Id: Zoning Map# 3 "Z R:�t— Parcel# 7:7 District(s):
In Elm Street District In Central Business District
(TO BE FILLED IN BY THE BUILDING DEPARTMENT)
5. Existing Use of Structure/Property: Existing 2-car garage
6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary):
Replace existing garage in existing non-conforming location. Expand footprint toward
interior conforming side, and rear conforming edge. Provide new 1-hour rated wall
along non-conforming lot line. New electrical subpanel.
7. Attached Plans: Sketch Plan X Site Plan X Engineered/Surveyed Plans
8. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO X DON'T KNOW YES IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES
IF YES: enter Book Page and/or Document#
9.Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained _, date issued:
(Form Continues On Other Side)
W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004
10. Do any signs exist on the property? YES NO X
IF YES, describe size, type and location:
Are there any proposed changes to or additions of signs intended for the property? YES NO X
IF YES, describe size, type and location:
11. Will the construction activity disturb (clearing, grading, excavation, or filling)over 1 acre or is it part of a common
plan of development that will disturb over 1 acre? YES NO X
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION
This column reserved
for use by the Building
Department
EXISTING PROPOSED REQUIRED BY
ZONING
Lot Size
7227sf 7227sf
Frontage
55' 55'
Setbacks Front 96'-5" 96-5"
Side L: 33'-6" R: V-6" L: 25'-6" R: V-6" L: R:
Rear 14'-10" 12'-10"
Building Height
12'-6" 19'-8"
Building Square Footage
400sf 616sf
%Open Space: (lot area
minus building 8 paved 49.6% 46.4%
parking
#of Parking Spaces
2 COVERED, 2 NON 2 COVERED, 2 NON
#of Loading Docks
0 0
Fill: N/A N/A
(volume 8 location)
13. Certification: I hereby certify that the information contained herein is true and accurate to the best of
my knowledge.
Date. 12/04/2019 Applicant's Signature
NOTE:Issuance of a zoning permit does not relieve an applicants burden to comply with all zoning
requirements and obtain all required permits from the Board of Health,Conservation Commission,
Historic and Architectural Boards,Department of Public Works and other applicable permit granting
authorities.
W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004
GARAGE
39 REVELL AVE. NORTHAMPTON , MASSACHUSETTS
architect MAPLE STREET ARCHITECTS
39 Revell Ave.
Northampton, MA 01060
p: (413) 570-3213
contractor Jeffrey Bott
32 Pine Street
Florence, MA 01062
PROJECT LOCATION:
00 TITLE SHEET
A0.1 SITE PLAN /
A1.0 FOUNDATION PLAN _ j ,•
A1.1 FIRST FLOOR PLAN /V\ EXISTING
A1.1 a FIRST FLOOR FRAMING w'; r' DOOR/WINDOW
A1.2 SECOND FLOOR PLAN
A1.2a SECOND FLOOR FRAMING PLAN NEW DOOR OR
A2.0 EXISTING ELEVATION r` ® WINDOW
A2.1 ELEVATIONS
A3.1 BUILDING SECTION
VIF. VERIFY IN FIELD
UNO UNLESS NOTED OTHERWISE
P.T. PRESSURE TREATED
PTD. PAINTED
' WD. WOOD
GC. GENERAL CONTRACTOR
GWB GYPSUM WALL BOARD
TYP. TYPICAL
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTON,MA
413 570-3213
W
Z
W
aC)
T
J C)
w N uZ .6T W
ZIP
+I Q W W o
a
�
„ot-,zt I ..o-,zz o — M Q n
toog
ISNVdX3- SOdObd — ----- - _ :
0
> � -'
..6-.6Z
u
c io
w CONTRACTOR:
Q JEFFREY BOTT
32 PINE ST
aL-.EZ FLORENCE,MA 01062
REVISIONS:
SET DATE
CURRENT:
SET DATE
ZONING 12.04.2019
SITE
AOml
,r Y
- - •:lam- _. .. - '.L;NTA,
f _
} 1
r 1
1 Y
,
4.
Y a �•
d w ,
• 4 .
t:
1
i •
MAPLE STREET
ARCHITECTS
General Notes:
Foundations
Foundations shall bear on natural soil or compacted structural fill. 39 REVELL AVE
The foundation design has been based on an allowable soil bearing pressure of 1500 psf. NORTHAMPTON.MA
413 570-3213
Concrete
Minimum compressive strength at 28 days: 3000 psi.
Reinforcing steel minimum yield strength: 60 ksi. W
Provide two#4 continuous bars at top and bottom of foundation walls with r—EXISTING EXTERIOR
2"concrete cover. Provide 6"bar hooks at corners. GRADE AT-3-2" ± UjZ
------------------------------------------------------------------------ ----- > o
r �
t 1/8"SLOPE Q o
t 0'-2 1/2" r-
J o
--- ------------------ J a
--- ------- -T.O. SLAB ------- W r-
> z
-> z
N 8"CONC WALL WITH 2-#4 TOP AND BOTTOM AND WCL
CC
#4948"DOWELS INTO FOOTING. Q
16"X8"CONC FOOTING CENTERED ON WALL. CM =
BOTTOM OF FOOTING 4'-0"BELOW GRADE Q
--- - C3 M z
24"X 24"X 12"
FOOTING,
6-5 3/4"
#4 BAR 12"OC
4 i
4"SLAB WITH 4"WWM REINF. o CONTRACTOR:
SLOPE ± 1/8"PER 12"TO FRONT AT 0'-0" N JEFFREY BOTT
1/2"WAXED OSB INSIDE 32 PINE ST
FLORENCE,MA 01062
FORMWORK
7 1/2"CONCRETE STHD10RJ HOLD-DOWN CAST INTO
WALL CONC.WALL, 2 PER SIDE AND
i
BACK WALL, LOCATE WITH GC TO REVISIONS:
COORDINATE WITH PAIRED STUDS SET DATE
TOC WALL AT +O'-6" IN WALL ABOVE. (6 TOTAL)
i TOC WALL AT-1'-0"
EXISTING EXTERIOR 12 INCH DEEP THICKENED
GRADE AT 0'-0"
EDGE OF SLAB AT FRONT CURRENT:
------ ---- ------- ----------- - --------------------------------- SET DATE
ZONING 12.04.2019
T.O. SLAB
26'-8"
FOUNDATION PLAN 28'-0" ALO
SCALE:1/4"= V-0"
MAPLE STREET
ARCHITECTS
General Notes:
Wood Framing-General 1 HR RATED WALL
Use SPF or Douglas Fir-Larch no.2 or better for all interior framing. AT LOT EDGE 39 REVEL AVE
LVL members shall be 1 3/4'thick as manufactured by Trusjoist or approved alternate. NORTHAMPTON,MA
All framing hardware shall be by Simposon Strongtie or approved alternate. r — — — — — — — — — — — — — — — — — — — — — — — — — — — — —" — — — — — � 413 570-3213
Connect all members according to table R602.3(1) Fastening Schedule of the
International Residential Code unless otherwise noted.
Beams consisting of multiple plies shall be fastened through each ply with three rows
of nails at 12"on center.Column plies shall be fastened together with nails at 12"on LU
center staggered along each edge. Use 10d nails at 2x members and 16d nails at
LVL members. Z
Provide blocking below columns at each floor and sill. ( LLJ
Provide blocking between joists below load bearing walls. �; \ I Q c
T
Exterior Walls �r i I J a
Studs:2x4 at 16"on center. I GARAGE i J I Iw
Provide 3 studs minimum at corners. I --_= `1 i I W C)
Provide 1 jack stud at ends of lintels up to 6"deep. I /r �` CD
2 jack studs at ends of lintels greater than 6"deep. ( ' i _ _`I i I Q cn a
Continuous top plate:2-2x4 members. M
Sill plate: 2x6 pressure treated. i 1 I i /� Q o
Provide sill plate anchors at 6'-0" on center and within 6"of wall ends and corners.
Sill plate anchors: '/r"diameter threaded rods(ASTM A36)or 112" diameter wedge
o
anchors.Cast-in-place rods shall have a 3"hook. Provide 8" minimum embedment
into concrete. Provide 3/16"x2 Y2"x2 '/2" plate washer at all sill anchors.
Exterior Wall Sheathing ' i yam_ ��� ' ' i
Sheathing: 15/32"exterior grade plywood.
Nails at all plywood panel edges: 8d nails at 6' on center. —
Nails at interior of plywood panels: 8d nails at 12"on center at each stud. i�i i — — i i F — ' I 'I ' ' ( CONTRACTOR:
A ! PROVIDE SUBPANELAll joints shall be blocked. I ;I II I I BOTT
I I 3FOR OUTLETS AND 32 PINE STELECTRIC CAR '
Floor and Roof Sheathing J��'
CHARGER FLORENCE,MA 01062
----- i 1 1 i
Floor sheathing shall be 23/32"with minimum 24"floor span rating. Floor sheathing
shall be glued and nailed to supporting members.
Roof sheathing shall be 15/32"with minimum 16"roof span rating. I I i i I I i�_ _�i I I REVISIONS:
Long direction of panels shall be perpendicular to joists and rafters. i
Nails at all panel edges:8d nails at 6"on center. Fasten panels to blocking between I i i I I �` J j I SET DATE
rafters with 8d at 6".
Nails at interior of panels: 8d nails at 12"on center at each joist or rafter. I '
L - - - - - - - - -- -- --- - - -- - - - - - - - - - - - - --2`-OT J
2'-3" 3'-0" 2'-3" 18'-6"
CURRENT:
SET DATE
28'-0" ZONING 12.04.2019
LEVEL 1 PLAN
SCALE: 1/4"= 1'-0"
i
i
.ams _ - _ y :J J.. �i�X .. .. ^lei ... 'J. Jf .. .. .•
af
f ♦fit _ �- - �
J:.
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTON.MA
413 570-3213
i
,
- - -- - - w
Lu
---- _
co
� _ . . Q
-- -
2X10 FLOOR JOIST TYP. o
J
-- W 2
2 CDcc
12" LVL - -~ W o
- - - n~
- - OC C^rj =
0
Q
0
C'3 M z
--- - O I
^� O
N c'
r O
2X6 ROOF RAFTERS
CONTRACTOR:
- -- — _._ — -- - - -- - - JEFFREY BOTT
32 PINE ST
FLORENCE,MA 01062
REVISIONS:
SET DATE
2- 12"LVL
- - - — - - - -- -- - - -- - -- CURRENT:
SET DATE
ZONING 12.04.2019
FRAMING PLAN Al . la
SCALE: 1/4"= V-0"
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTOM MA
413 570-3213
21'-0"
W
- - - - - - - - - - - - - - - - - � - - - - - - - - � o
- --- ---i - ----- a o
C? l w m
c� ( LUW o
a
LD
M Q
I I
CCD M z
I 1 HR RATED WALL
l AT LOT EDGE I
I I
I I
STOo GE -
o CONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE,MA 01062
I I
REVISIONS:
SET DATE
I I
I I
I l
I
— — CURRENT:
SET DATE
L — ZONING 12.04.2019
i
LEVEL 2 PLAN Alm2
SCALE: 1/4"= V-0"
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTON,MA
413 570-3213
W
LLJ
-- - -— - Q O
J 0
I J o
W 2i
W o
i ----- ----- — - LLJ
CD
� _
Q o
M z
9 112"TJ I TYR
CONTRACTOR:
---- ---- -- --------- --- - JEFFREY BOTT
32 PINE ST
FLORENCE,MA 01062
----�=_-- ---- - _ _-_----- --- -:_----- I� REVISIONS:
SET DATE
CURRENT:
SET DATE
ZONING 12.04.2019
FRAMING PLAN A1 . 2a
SCALE: 1/4"= 1'-0"
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTON,MA
413 570-3213
W
W
Q o
CD
J o
W M
W o
Lu
CD
< Q3 a
Q C)
C3 M z
co
-1
CV
--- - - --- - - --- --- - - -- --- T CONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE,MA 01062
- REVISIONS:
SET DATE
CURRENT:
SET DATE
ZONING 12.04.2019
EXISTING ELEVATION A2 . 0
SCALE:1/4"= 1'-0"
t
1 .
I
C
• yy..++ F
k$
k
. ^t
� � 1
r
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTON,MA
413 570.3213
W
{ g . W
> CD
co
CD
Lu 2E
. _ > z
W W o
DRIVEWAY � �
x Q _
Q o
CD co z
LOT LINE SIDE ELEVATION REAR ELEVATION
SCALE 1i8 - 1-0 SCALE: 1/8"= V-0"
CONTRACTOR:
JEFFREY BOTT
32 PINE ST
FLORENCE, MA 01062
REVISIONS:
- co SET DATE
DRIVEWAY CURRENT:
SET DATE
ZONING 12.04.2019
YARD SIDE ELEVATION FRONT ELEVATION
SCALE: 1/8"= V-0" SCALE 1 8 < 1-0 A2 . 1
�j`. _ ..:.. .. " �}±r•wt _ .... ". Vii. :r
w-
4•d
:
ltzwr
Z .
1
1 •
MAPLE STREET
ARCHITECTS
39 REVELL AVE
NORTHAMPTON,MA
--�_ 413 570-3213
` W
' o
cD
1 HR RATED WALL AT LOT EDGE J o
(DENSGLASS SHEATHING) W z
W o
W C
PLYWOOD-FLQ-QR— -- ----`__-- _ - - Q
__------ —
———
1 cr
777- 77
------------
- 5/8"GWB
r_J
IIr-J
r
I' J
F-i CONTRACTOR:
I j-J JEFFREY BOTT
F- 32 PINE ST
r-J FLORENCE,MA 01062
REVISIONS:
SET DATE
CURRENT:
SET DATE
ZONING 12.04.2019
SECTION All
SCALE: 1/4"= 1'-d'