31C-081 (11) 117 OLANDER DR BP-2020-0888
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:3 1 c-081 CITY OF NORTHAMPTON
Lot:- PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category:CAR PORT BUILDING PERMIT
Permit# BP-2020-0888
Proiect# JS-2020-001512
Est.Cost:
Fee:$175.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: SUNWOOD BUILDERS
Lot Size(sg ft.): 273873.55 Owner: SUNWOOD BUILDERS
Zoning: pv Applicant. SUNWOOD BUILDERS
AT. 117 OLANDER DR
Applicant Address: Phone: Insurance:
84 POTWINE LANE (413) 259-1000
AMHERSTMA01002 ISSUED ON:2/7/2020 0:00:00
TO PERFORM THE FOLLOWING WORK.-CARPORTS
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 Sienature:
FeeType: Date Paid: Amount:
Building 2/7/2020 0:00:00 $175.00
212 Main Street, Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
z -off
File# BP-2020-0888
APPLICANT/CONTACT PERSON SUNWOOD BUILDERS
ADDRESS/PHONE 84 POTWINE LANE . AMHERST (413)259-1000
PROPERTY LOCATION 117 OLANDER DR
MAP 3lc PARCEL 081 ZONE pv
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
NCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: CARPORTS
New Construction
Non Structural interior renovations
Addition to Existing
Accessoa Structure
Building Included:
Owner/Statement or License
3 sets of Plans/Plot Plan
T� FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
I ORMATION 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
Demolition Delay
Si ature 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.
City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
� y 212 Main Street • Municipal Building
Northampton, MA 01060 rs►` ��a �(`�
9Mp*oN�in�SpF
Mq 0�CT'/ON
ACCESSORY STRUCTURE PERMIT APPLICATION °s° S
(For freestanding structures less than 200 sq. ft., at least 5 feet from any other structure)
Check# 13ro 0 * 175'
PLEASE TYPE OR PRINT ALL INFORMATION
1. Name of Applicant: v,.1cGr
Address: /I;i,, 01,:,0C1C4- aiy[1 Telephone:
2. Owner of Property: 'gopilmoY4 c ) oiY7�Ldx'j/ pG'r'✓
Address: a.2 /dz arre-, J-1" uST 014.0/614VTeIephone: 3-6-11.064
3. Status of Applicant: Owner Contractor
4. Structure Location: i Dr'
Parcel ID: Zoning Map # Parcel # District(s)
(TO BE FILLED IN BY THE BUILDING DEPARTMENT)
5. Use of Property: Single or Two Family: Multifamily: Commercial:
6. Description of Proposed Structure:
One Story Shed under 200 sq.ft.: Freestanding Deck under 200 sq.ft., less than 30"above grade:_
SIZE OF STRUCTURE: / L
Other(describe): (O�� (or�oor�S /O acc,oirr�lC/ 5'flac�S Gomer
7. Attached Plans: Sketch Plan Site Plan Plot Plan
8. Does the site contain a brook, body of water or wetlands? NO 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_
CONTINUED ON NEXT PAGE
9. ALL INFORMATION MUST BE COMPLETED; PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION.
This column to be filled in by
the Building Department
Existing Proposed Required by Zoning
Lot size
Frontage N/A N/A N/A
Front:
Setbacks: Side:
Rear:
Height /_q!�3
O'
% Open space:
(Lot area minus bldg and
paved parking)
10.Certification: I hereby certify that the information c ntained her in is true and accurate to
the best of my knowledge.
DATE: U OHO APPLICANT'S SIGNATURE
NOTE: Issuance of a permit does not relieve an applicant s burden to comply w" 11 zoning requirements
and obtain all required permits from the Conservation Commission, Department of Public Works and other
applicable permit granting authorities
1" x 8"Trim on 11-7/8"AJS 20 Joists (2)2 a 12 SPF#2 Beam (2) 13/4"x 14"Versalame Beam
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Qz,� Posts Shingles on Plywood Simpson Posts
Sheathing Knee-Brace
Stabilizer
1"x 8"Trim on #KBS1Z
1"x 12"Fascia
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(ENGINEERING BY OTHERS) PLYWOOD SHEATHING
BOARD&BATTEN SIDING
(2)13/4X74 VERSALAM BEAM FIBER CEMENT LAP SIDING,3
-O" (ENGINEERING BY OTHERS) i•-O° 2'-O° SIDES,PAINTED
1 X b TRIM BOARD
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Off JAN.4, 2019
REVISIONS:
NUMBER DATE
54•-51/2'
:
2 FRONT ELEVATION 3 SIDE ELEVATION PROJECT NUMBER13-21'
5ca e:1/4°-1'-O° Sw e:1/4"-P-O" DRAWN BY: A)G
NOTE:3-WIDE CARPORT MODEL 15 SHOWN. CARPORT PLAN
2-WIDE CARPORT MODEL AS ALTERNATE.
&ELEVATIONS
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nm n �- 110 Pulpit Hill Road
rri A No Amherst,Ma 01002 NORTHAMPTON MA
N 'w 413-549-5799
i" Fax: 413-549-7918
www.facc arc hitects.com
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Simpson • •
KBS1Z
Knee-Brace Stabilizer
The KBS1Z knee-brace stabilizer makes a structural connection
between knee bracing and columns or beams to help stabilize
free-standing structures and comply with many prescriptive deck 7%
bracing requirements such as AWC's DCA6 Prescriptive Residential
Wood Deck Construction Guide.Factory-formed at a 45'angle and
easily installed with nails,the KBS1 Z braces 2x,4x and 6x in line / o o Lateral
post-to-beam configurations.Check with your local building
department for deck bracing requirements. j m
Material: 16 gauge to o m f t
Finish:ZMAXO coating `' i Uplift
Installation: l
O
• Use all specified fasteners;see General Notes.
• For installations at an angle other than 45°,bend KBS1Z
along slots to desired angle.Bend one time only.
• Knee Brace: Il
-Cut braces at desired angle
-Bend KBS1Z to desired angle if required
-Install fasteners to secure in place KBS1Z
-For equal-width members,install(2)KBS1Z on U.S.Patent ❑ Post-to-Knee
each end of brace(see connection type 1) 9,C45,S95 ' 1 Brace Connection
-For 2x knee brace,install single KBS1Z on each (same memberlvidth)
end of brace(see connection type 2)
• Beam-to-Post: Single knee brace
shown.Double knee
-Install in pairs;see illustrations 3 or 4 for quantity and configuration brace installation
-Part used as a column cap;does not replace a knee brace similar.
Codes:See p.12 for Code Reference Key Chart
-These products are available with additional corrosion Many of these products are approved for installation with Strong-Drive"
protection.For more information,see p.15. m SD Connector screws.See pp.335-337 for more infomiation.
Dimensions C-C-2019 Allowable Loads(160)
Model fin) Type of Connectors Fasteners Each A _ In-Service Moisture Content Code
No. Connection Direction of Load
s W L per Joint Connector S jg% �egg{, Ref.
`OF/SP SPF1HF DFISP
Fm-Brace angle=45' 1,175 1,010 1,055 860
m 2 (12)0.131 x 21�i
Ft_-Brace angle=30'or 60° 8_35 720 _835 720
- F1-Brace angle=45° 630 540 470 385
1 (12)O.i31 x 1 Fi=grace angle,=30°or 60° 510 440 -395 330 }
Kf35tZ 11•z 3 3 4 12 0.131 x 2 Uplift 1,160 1,000 1,160 -1,000 IBC,
( )
- _Lateral 1,725 1,480 1,725 1 1,480 FL,LA
i ---- -- - - - ------ — -F--
W 2 LLJ
Uplift 540 465 540— I 465
EE Q (112)0.113101h Lateral 485 420 430 _370 i z
IUplift 900 775 900 775 g
_ ! _ 4 Lateral _ _1,270 1 1,09_5 1,270_ I 1,095_
1.Allowable bads have been increased for wind or earthquake loading with no further increase allowed.Reduce where other bads govern.
2.For traces installed at intermediate angles,allowable Dads may be interpaated between loads luted for brace angle=45'and CO
those listed for brace angle=30'or 60-.
rn
3.M9 x 1 t4•Strong-Drive'SD Connector screws may be srbsftAed for fasteners specified with no bad reduction.
4.Fasteners:Nail dimensions in the table are listed diameter by length.See pp.21-22 for fastener information. m
n
n
4'
v
Additional • °
connectors for
4 connector
condition
Post-to-2x Knee (Continuous) End
Brace Connection Beam-to-Post ® Beam-to-Post
296
UPDATED 06/01/19
i
=MEMO=
41 00 1700,Setlakwe Street
Supporting plate Thetford Mines(QC)GBG 8B2
Standard:CSA G40.21 -Steel CANADA
(see note#6) www.technometalpost.com
CONFIDENTIAL
THE INFORMATIONS CONTAINED
IN THIS DRAWING IS THE SOLE
PROPERTY OF TECHNO PIEUX INC.
ANY REPRODUCTION IN PART OR
AS A WHOLE WITHOUT THE WRITTEN
PERMISSION OF TECHNO METAL POST INC. I
IS PROHIBITED
REVISIONS
DATE DESCRIPTION REV.
2610612013 Revised load aapaelly. 1
x
' Steel shaft
Model P3:3.5"x 0.216"[88.9mm x 5.5mm]
Standard :ASTM A500 grade C-Circular steel section
(see note#6) Client:
Actual pile length to be
determined by field
conditions and desired Clientadress:
loading capacity.
(see note#5). 112"[12.7mm]thick factory-welded helix
Standard : CSA G40.21 -Steel
(see note#6)
I
I
c Project:
:4X 6� w•�� vary �4hnb.*�y o1n �7�� Drawing:
Load Capacity Tec no Model Metal
P3Post
Maximum compressive bearing Lateral bearing Factored bending (Deep foundation)
Ca aci 1'3 ca aci 2'4 resistance
SLS ULS SLS ULS I
lbs kN lbs kN IbS kN IbS.ft kN.rn Approved by
8"to 24" 33,7501 150.1 47 250 210.2 2,250 1 10.0 6,454 8.8
[203 to 610mm] NOTES:
Helix diameter varies The mmornam teniae load capacky can be obtakns
ad.coe.assegt,by h lung the to—d 1M
according to soil 1 hearing capacly lec.mpresslan shorn in Ila so led...table.
conditions and desired 2 Th.lateral captly depend.on the density,d..J ft.validate—.Wt tedrical d.Wnaad.t
loading capacity. T Imo Mdal Post)
3 When the pile is laterally snsuppodad(sai very bose 1 salt.Gpuellable sails.water and air).da
shucltral strength of the pile mutt be appiwd by the technical depenmend of Twhno Maul Post.
Date: Scale
4 Th.-1—of laleul cap gy are eeege fakes arW cera be modl6ed,mens or less,dope"on
the chanactedascs of the exletilp soil. 31/OCt./2011 N/A I
5 If reamed,piles mey be fleld Welded with eatenimis to act—gnotar leackv capacitors in pi-
..it...Minns-
oorWal...Miwe. Drawing no: Page number:
6 helical pW and"wiling plate an gahenlzu
ed in cnptiance wish starrdard ASTM A 12NAlrM-13 P3-R 1-A SHEET 1 OF 1
wah mimWan 5308 1 m2