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b. CO within 10' of bedroom doors, at each level,for every 1500 sqft, (plumbing code in the
mechanical room) Except if there are no fossil burning fuels.
c. Heat detector in attached garage, and other large unfinished unconditioned spaces.
40. Closets beneath stair which have doors must be drywalled with%".780 CMR R302.7
41. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of
ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in
an accessible place. It must be insulated,gasketed, and secured in place.
Relevant items must be submitted to the building department for approvals before inspections and or
Certificates of Occupancy can be issued.
Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday
through Friday,8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email
address is: cmiller(cD_northamptonma.gov
Thank you for your cooperation on these matters.
huc M Ier
City of Northampton
Assistant Commissioner and Zoning Enforcement
25. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR
R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge,
In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes
in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole.
Notches are different.
26. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition
requires a 16 GA 1%" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR
R602.6.1
27. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen,
and require 3' clearance from windows.780 CMR M1502.3
28. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing.780
CMR M1502.4.3
29. Dryer duct maximum equivalent length is 25' less 5' per 900 elbow or per manufacturer's specs. 780
CMR M1502.4.4.1, no screwed connections.
30. Markup air is required for any exhaust hood of 400 CFM or more.780 CMR M1503.4
31. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work
maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC
402.4.3
32. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling)and
bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302.
33. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316.
34. Dwelling/Garage fire separation. An attached garage (within 3'of main structure) is required to have%"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6
35. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC.
a. An initial HERS evaluation is required including insulation levels anticipated.
b. A final HERS evaluation confirming code requirements have been met including duct testing.
c. A signed copy of the Thermal Bypass Checklist.
d. Energy information including mechanical equipment posted on the electric panel.
e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Windows and the Thermal Bypass Checklist. Duct blast testing when practicable.
f. All band joist insulation must be enclosed within an air tight cavity,which you must create.
36. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is
a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air
flow(convection)a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion).
A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has
to be absolute and complete. If air can leak through an electrical device or through a crack it follows the
path of least resistance and carries 99%of the moisture in a structure.This is evident every time one
exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through
the insulation.780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements.
37. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
38. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks
are engineered for post attachment supporting a railing. Lateral attachment is required for each deck
per section 502.2.2.3.
39. Smoke and CO detectors as required. 780 CMR R314 and R315.
a. Smokes in each bedroom,within 10' of a bedroom door,and at the bottom of a stair leading to
a finished floor above.
are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is
required with a load path to the foundation.
11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR
R802.3.1
12. Ridge boards must be the full depth of the cut.780 CMR R802.3.
13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and
number of jack studs required.
14. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I-joist and or Floor Truss
c. Roof truss
15. All I-Joist need to be protected from fire with%2 drywall or 5/8 wood structural panel. (R501.3)
16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall
method being used. 780 CMR 602.10.
a. Garage corners and large corner window/door layout may require special solutions.
b. All corners must be appropriately attached to the foundation.
c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3"
respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full
headed with the temper and shank sizing meeting the strict code requirement.
17. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep
perforate the sheathing weakening it and contribute to building damage in high wind events.
18. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a
shower head is used, 6'8"for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended
19. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs,spas,
bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4
20. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4"
sphere rule. Order restrictors. 780 CMR R612.2
21. Egress and emergency escape requirements shall be strictly met.
a. Basements, habitable attics, and all sleeping rooms require emergency escape.780 CMR R310
b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft
at 1"floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1
c. Two doors remote as possible at the normal level of travel,opening measured from the face of
the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR
R311.2
d. Landing at each door 36"out and the width of the door minimum 36", maximum step 7 3/"from
the top of the threshold and only in-swinging doors. 780 CMR R311.3
22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9",
maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where
the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle.
Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or
more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails
must be continuous and returned to the wall if not to newel post. 780 CMR R311.7.
23. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than
30" above floor or grade within 36",4" sphere rule.780 CMR R312.1.
24. Floor joist systems that are not equal to 1%" nominal dimension must be covered with%2" drywall or
5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3
City of Northampton
Massachusetts .
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building ray
Northampton, MA 010601��R�
INSPECTOR
Elemental Carpentry&Construction Inc. May 09, 2014
118 Hawley Street
Northampton, MA 01060
Subject Location:41 Liberty Street
Map Block: 30B-011
Mr. Hasbrouck,
Your building permit application and plans dated 3-4-14 have been approved as drawn and per this memo.
All work must meet all applicable codes whether noted or not included within this memo.
Please follow up on the following items:
These items will need to be accomplished as the project moves forward and before rough inspections;
1. Smoke and CO to current code required.
2. Stamped engineering for truss.
3. Guards and diagonal bracing required at rear deck.
4. Left side rear window next to the door needs to be tempered.
5. A sealed air barrier is required behind the tub before the unit is installed.
6. Fire stopping required at all typical locations accessible during construction.
Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a
concurrency period until July 1,2014 and an expectation of a new Stretch Code.
As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments.
In the following are some generic requirements which seem to be problematic.
This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes.
Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one
must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs .
The current relevant building codes are:
2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments.
1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments.
2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements.
3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I
soils (table R405.1)
4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1.
5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR
R406.2 of amendments.
6. Foundation anchor bolts must be%" and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions.
8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1
9. Crawl spaces can be treated in three different ways,vented (poor idea),exhausted (similar to exhaust
only systems), or treating the space with supply and return. See 780 CMR R408
10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties
and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common
,e-�i JOB SUMMARY REPORT
1 KRANTZ FRIEDMAN.4te
01.Level
Member Name Results Current Solution Commemb
A Passed 3 Piece(s)1 3/4"x 9 1/2"1.9E Microllam®LVL
B Passed 2 Piece(s)1 3/4"x 9 1/2"1.9E Microllam@ LVL
C Passed 3 Piece(s)13/4"x 14"1.9E Microllam@ LVL
D Passed 3 Piece(s)13/4"x 14"1.9E Microllam@ LVL
E Passed 1 Piece(s)13/4"x 9 1/2"1.9E Microllam@ LVL
F Passed 2 Piece(s)13/4"x 9 1/2"1.9E Microllam@ LVL
G Passed 2 Piece(s)1 3/4"x 11 7/8"1.9E Microllam@ LVL
H Passed 3 Piece(s)13/4"x 117/8"1.9E Microllam@ LVL
_.__ .-.......__. _
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actuall®Lmation Allowed Result LDF Load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 5770 @ 1 1/2" 11419(3.00") Passed(51%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 4626 @ V2 718" 13622 Passed(34%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building use:Residential
Moment(Ft-Ibs) 17317 @ 6'3" 30788 Passed(56%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC
Live Load Delf.(in) 0.264 @ 6'3" 0.306 Passed(L/556) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.370 @ 6'3" 0.613 Passed(L/398) 1.0 D+0.75 L+0.75 S(All Spans)
•Deflection criteria:LL(L/480)and TL(1.1240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
gearing toads to supports(tW
Supports 'focal Avaiiatde Required Dead �U'Vee $now Total AcceSSates
1-Trimmer-SPF 3.00" 3.00" 1.52' 1645 2750 2750 7145 None
2-Trimmer-SPF 3.00" 3.00" 1.52" 1645 2750 2750 7145 None
Tributary Dead Haar Live $now
Loads Location wit" (0.90) (1,00) (1.15) Comments
1-Uniform(PSF) 0 to 12'6" 11' 22.4 40.0 40.0 ROOF LOAD /��'�J
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
-----------................
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Forts Software Operator Job Notes
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i;911F 0 R T E MEMBER REPORT Level, G PASSED
2 piece(s) 13/4" x 117/8" 1.9E Microllam® LVL
Overall Length:14'8 112"
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual a Location Allowed Kmat LDF Load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 3482 @ 4 6322(4.25") Passed(55%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 2846 @ 1'5 3/8" 7897 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 12018 @ T5 1/2" 17848 Passed(67%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.354 @ 7'5 1/2" 0.356 Passed(L/483) 1.0 D+1.0 L(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.508 @ T5 1/2" 0.712 Passed(L/336) 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(L/480)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 11'11 15/16"o/c unless detailed otherwise.Proper attachment and positioning of
lateral bracing is required to achieve member stability.
806ng Loads to supports(Ibs)
supports Total AvaNable Required tread Floor Total AcCiiissorlas
Live
1-Stud wall-SPF 5.50" 4.25" 2.34" 1069 2461 3530 1 1/4"Rim Board
2-Trimmer-SPF 3.00" 3.00" 1.50" 1040 2393 3433 None
•Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed.
Tributary, bead Fluor Livia
Loads Location width (0.90) (1.00) comil llitx
1-Uniform(PSF) 0 to 14'8 1/2" 11' 12.0 30.0 2ND FLOOR LOAD
Weyerhaeuser Noted (Z SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
forte Software Operator Job Notes 5/2/2014 11:5&58 AAA
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V 2 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL
Overall Length:7'
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6-6-
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual 0 Lomidon Allowed Result LDF Load¢Combination(Pattern) System:Floor
Member Reaction(Ibs) 5072 @ 1 1/2" 7613(3.00") Passed(67%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 3563 @ 1'1/2" 7265 Passed(49%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 8254 @ T6" 13541 Passed(61%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC
Live Load Defl.(in) 0.116 @ 3'6" 0.169 Passed(L/698) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.173 @ 3'6" 0338 Passed(L/469) 1.0 D+0.75_L+0.75 S(All Spans)
•Deflection criteria:LL(L/480)and TL(L/240).
• Bracing(Lu):All compression edges(top and bottom)must be braced at 7'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is
required to achieve member stability.
Beartn0 Loads to supports(lbs)
Supports Total Available Required Dead Floor Snow Total Accessories
LNG
1-Trimmer-SPF 3.00" 3.00" 2.00" 1660 2590 1960 6210 None
2-Trimmer-SPF 3.00" 3.00" 2.00" 1660 2590 1960 6210 None
Tribunary Dead Floor Live Snow
Loads Location Width (0.90} (t.00) (145) Comments
1-Uniform(PSF) 0 to 7' 14' 22.4 40.0 40.0 ROOF LOAD
2-Uniform(PSF) 0 to 7' 6' 12.0 30.0 - 2ND FLOOR JOIST LOAD
3-Uniform(PLF) 0 to 7' N/A 80.0 - DEAD LOAD FROM EXT WALL
ABOVE
Weyerhaeuser Notes T l SUSTAINABLE FORESTRY INITIA'IVE
Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. �t
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
i
Forte Software Ope€atoe Job Notes 12/?( 14 11,56,>n AM
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Page 7 of 9
i
"a R MEMBER REPORT Level,E PASSED
�s.� R 1 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL
Overall Length:6'6"
VON y
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Oesign Results Actual o L ocati on Allawed Result LDP Load:Combination(Pattern) System:Floor
Member Reaction(Ibs) 2043 @ 1 1/2" 3806(3.00") Passed(54%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 1388 @ 1'1/2" 3159 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 3069 @ 3'3" 5887 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.086 @ 3'3" 0.156 Passed(L/867) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso
Total Load Dell.(in) 0.113 @ 3'3" 0.313 Passed(L/662) 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(L/480)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Rearing L9adis to Supports(Ibs)
J11ppottS Totai Available Required Dead" Floor
Total Aacessorfes
1-Trimmer-SPF 3.00" 3.00" 1.61" 483 1560 2043 None
2-Trimmer-SPF 3.00" 3.00" 1.61" 483 1560 2043 None
Tributary {lead Floor Live
Loads Location Width {R.4t1) (1,00)', Comments
1-Uniform(PSF) 0 to 6'6" 12' 12.0 1 40.0 MAIN FLOOR LOAD
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
Forte.Software.Operator Job Notes I J/2i'?�'14'1 1:56.57/i Iv)
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3
C MEMBER REPORT Level,D PASSED
I` 3 piece(s) 13/4"x 14" 1.9E Microllam® LVL
Overall Length:12'6"
i
,. _.. , . ,,._ 0
12'
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Resu1ft AcWl a Lombon Allomd Resutt LDF Wad:Combination(Pattern) System:Floor
Member Reaction(Ibs) 11202 @ 1 1/2" 11419(3.00") Passed(98%) - 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 7817 @ 1'5" 13965 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 30338 @ 6'3" 36387 Passed(83 0/6) 1.00 1 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.292 @ 6'3" 0.306 Passed(L/503) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.454 @ 63" 0.613 Passed(L/324) 1.0 D+0.75 L+0.75 S(All Spans)
•Deflection criteria:LL(L/480)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at B'5 3/8"o/c unless detailed otherwise,Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Searing Weis to supports(tba)
Supper Total AYaSaWa Required Dead F� snow Total Accessories
1-Trimmer-SPF 3.00" 3.00" 2.94" 3983 6125 3500 13608 None
2-Trimmer-SPF 3.00" 3.00" 2.94" 3983 6125 3500 13608 None
Tributary lead Floor Live snow
Loads Location Width (0.90) (:L,00) (#.15) Comments
1-Uniform(PSF) 0 to 12'6" 14' 22.4 40.0 40.0 ROOF LOAD
2-Uniform(PSF) 0 to 12'6" 6' 12.0 40.0 - MAIN FLOOR JOIST LOAD
3-Uniform(PSF) 0 to 12'6" 6 12.0 30.0 - 2ND FLOOR JOIST LOAD
4-Uniform(PLF) 0 to 12'6" N/A 160.0 - _ DEAD LOAD FROM EXT WALLS
ABOVE
Weyerhaetliser Notes ('usrAINAaLE FORESrRV lNmArlvE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this soft.ware.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
Forte Software Operator dot)Nate•. 9/Z20'14 1 1.56.56 AM
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R "� MEMBER REPORT Level, C PASSED
1 ® i./ 3 pieces) 13/4"x 14" 1.9E Microllam® LVL
Overall Length:12'
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual b Location Allowed Rgsult LDF toad:Combination(Pattern) System:Floor
Member Reaction(Ibs) 9790 @ 1 112" 11419(3.00") Passed(86%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 6728 @ 1'5" 13965 Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 25334 @ 6' 36387 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.231 @ 6' 0.294 Passed(L/609) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.353 @ 6' 0.587 Passed(L/399) 1.0 D+0.75 L+0.75 S(All Spans)
•Deflection criteria:LL(L/480)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 11'6 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
searing Cowls to supports(Ibs)
Supports Total Avatlable Required bead Floor snow Total AccossOniee
Uwe 1-Trimmer-SPF 9.00" 3.00" 2.57" 3378 5430 3120 11928 None
2-Trimmer-SPF 3.00" 3.00" 2.57" 3378 5430 3120 11928 None
Tributary Ood floor Live snow
Leads Location Width (0.90) 1"): (ta) Cantlpnitts
1-Uniform(PSF) 0 to 12' 13' 22.4 40.0 40.0 ROOF LOAD
2-Uniform(PSF) 0 to 12' 5'6" 12.0 40.0 - MAIN FLOOR JOIST LOAD
3-Uniform(PSF) 0 to 12' 5'6" 12.0 30.0 - 2ND FLOOR JOIST LOAD
4-Uniform(PLF) 0 to 12' N/A 120.0 - - DEAD LOAD FROM INT WALLS
ABOVE
Weyerhaeuser Notes (25}suS iAINA IL£FORESTRY VNITTF>ti'E
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
Porte Soft Mnre 0peratar Job Notes 'x/2/20 4 11-56-6 AM
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2 /"�J! MEMBER REPORT Level,8 PASSED
® 2 piece(s) 13/4" x 9 1/2" 1.9E Microllam® LVL
Overall Length: 10'6"
} 3' �y - h �i _z�y +
0 `, 0
10'
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results actuat a Location Allowed Result LDF Lead:Combination(Pattern) System:Floor
Member Reaction(Ibs) 3051 @ 1 1/2" 7613(3.00") Passed(40%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 2446 @ 1'1/2" 6318 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 7633 @ 5'3" 11775 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.251 @ 5'3" 0.256 Passed(L/490) 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.332 @ 5'3" 0.512 Passed(L/371) 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(L/480)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
8earinp Loads to sa w"s(lbs)
supparb Total AVAH ble Required Dead * Total Accessories
uVe
1-Trimmer-SPF 3.00" 3.00" 1.50" 741 2310 3051 None
2-Trimmer-SPF 3.00" 3.00" 1.50" 741 2310 3051 None
Tributary Dead Floor LIMB
Loads Location Width (0.") (1.00)'; Colorn"ts..
1-Uniform(PSF) 0 to 10'6 11' 12.0 40.0 MAIN FLOOR LOAD
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIAT 3VE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www,woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
Fort Software t7 gyrator doh(Sates 1 511...'201 4 11:56:56 f'<M
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,r ) C T E MEMBER REPORT Level,A PASSED
�" 1 3 piece(s) 13/4" x 9 1/2" 1.9E Microllam® LVL
Overall Length:8'6"
ma
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All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design ResU1ts Actual®Logtlon Allowed RasUit LDF Load:Comililoatlon(Pattern) System:Floor
Member Reaction(Ibs) 7077 @ 1 1/2" 11419(3.00") Passed(62%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 4817 @ V 112" 9476 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 12774 @ 4'Y 17662 Passed(72%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC
Live Load Defl.(in) 0.178 @ 4'3" 1 0.206 Passed(L/555) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.278 @ 4'3" L_____0.412 Passed(L/356) 1.0 D+0.75 L+0.75 S(All Spans)
•Deflection criteria:LL(1-/480)and TL(1,1240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing loads to supports(WO)
Supports total Ava"able R"Uked Dead uVe Snow Total A
1-Trimmer-SPF 3.00" 3.00" 1.86" 2535 3846 2210 8591 None
2-Trimmer-SPF 3.00" 3.00" 1.86" 2535 3846 2210 8591 None
Tributary Dead Floor Live Sngw
Loads Location width ("0) (1100)', (1.15) comments
1-Uniform(PSF) 0 to 8'6" 13' 22.4 40.0 40.0 ROOF LOAD
2-Uniform(PSF) 0 to 8'6" 5'6" 12.0 40.0 - MAIN FLOOR JOIST LOAD
3-Uniform(PSF) 0 to 8'6" 5'6" 12.0 30.0 - 2ND FLOOR JOIST LOAD
4-Uniform(PLF) 0 to 8'6" N/A 160.0 - _ DEAD LOAD FROM EXT WALLS
ABOVE
Weyerhaeuser Notes SUSTAINABLE FORES TRY INITIA`:IVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. "1
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support information have been provided by JAMIE HASBROOK
........-...._._. ..__ _ ... ._... ..-._.. _ ...._ .... ___...
J
Forte Software 05eeralor Job Notes ! 5/2Q014 11.5F.i'S 3,Al
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Page,2 of 9
-NOTE-
THIS PLAT IS COMPILED FROM DEEDS, PLANS AND OTHER
SOURCES AND IS NOT TO BE CONSTRUED AS AN ACCURATE
SURVEY AND IS NOT TO BE RECORDED.
-
Low 'R\S _k
-
t
41
Z.
0 �
O: GREENFIELD SAVINGS BANK & f
FIRST AMERICAN TITLE INSURANCE COMPANY
I HEREBY REPORT THAT I HAVE EXAMINED THE PREMISES AND BASED ON EXISTING
MONUMENTATION ALL EASEMENTS; ENCROACHMENTS AND BUILDINGS ARE LOCATED ON
THE GROUND AS SHOWN AND THAT THE BUILDINGS ARE ENTIRELY WITHIN THE LOT LINES,
EXCEPT AS NOTED I FURTHER REPORT THAT THE PROPERTY IS NOT LOCATED WITHIN
A FLOOD PRONE -AREA AS SHOWN ON FEDERAL FLOOD INSURANCE MAPS FOR
COMMUNITY 2-S n 1f;7 .
SURVEYOR ftjtg Apk —NOTE-
THIS IS PLAT FOR MORTGAGE LOAN PURPOSES ONLY
AND DOES NOT CONSTITUTE A PROPERTY SURVEY
—MORTGAGE LOAN INSPECTION PLAT—
R! NORTHAMPTON, PL&SSACHUSETPS
�. L PREPARED FOR
! _ BJWBARA ANN POWERS
I
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+� � j�la�sac3�usetfs
DEPARTMENT OF BUILDINIG INSPECTIONS
CNSP 212 M�un Street 0 Municipal Building
EC70R
Northampton,NLA. 01060
LOCATION
SQUARE FOOTAGE AMOUNT
BASEMENT @ -20
11T FLOOR @.50. 00
2ND FLR @3O
FLOORS, FINISH ATTIC,GARAGE @.20
30 4/0
DECK/PORCHES @ .20
TOTAL.
CITY OF NORTHAMPTON
sy
Construction Debris Affidavit
In accordance with the provisions of MG.L. c. 40 § 54, all debris resulting from any work
--- -cove.r-ed=by-a-Building-Permii shall be disposed-of-in a-properly licensed disposal facility,
as defined by M.G.L. c.-111' § 150A. . L
Address of Work: ��� L� 6ef
The-debris-wall.be-transported by: ,N► h :7'1��.
The.debris.will be received at:. ( --_ --__
-:=-
Signatu
""y�re l of Permit'Applicant
�_--- -
Date iy(Ch�,
Buildin-9 Permit ember:
. - r
City of Northampton
1S
Massachusetts mow = 1
{
DEPARTMENT OF BUILDING INSPECTIONS h
212 Main Street • Municipal Building Jib
Northampton, MA 01060
INSPECTOR
Louis Hasbrouck Chuck Miller
Building Commissioner Assistant Commissioner
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her
construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which
he/she resides or intends to be, a one or two family dwelling, attached or detached structures
accessory to such use and/or farm structures. A person who constructs more than one home in a two-
year period shall not be considered a home owner."
The building department for the City of Northampton wants any person(s)who seek to use the home
owner exemption, to act as their own construction supervisor, to be aware that by doing so you
become responsible for compliance with state building codes and regulations. The inspection
process requires that the building department be called to inspect work at various stages, which include
foundation/footings (before backfill) sonotube holes (before pour), a rough building inspection
(before work is concealed) insulation inspection (if required) and a final building inspection.
The building department requires these inspections before the work is concealed, failure to secure
these inspections can result in failure to obtain a certificate of occupancy until the work can be
inspected.
If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be
responsible to make sure that the trades hired secure their proper permits in conjunction to the building
permit issued, and that they get their required inspections. Failure of the individual trades to secure
the permits and inspections as required can DELAY the project until such time as the proper permits
and inspections are made
I, understand the above.
(Home owner/resident's signature requesting exemption)
will call to schedule all required building inspections necessary for the building permit issued to me.
Date
Address of work location
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
- �
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information / 1 Please Print Legibly
Name (Business/Organization/Individual): Li ICi✓t(,n �A ( c�/,Ol/1�r7' f �o�S/ry�'�i'�l^ iT•�- C.
Address: 1c5 )4cr J Ie-y S�
City/State/Zip: Nottha^ta/0,) M 4 ()100 Phone #: 3 Y' 03
Are you an employer? Check the appropriate box: Type of project(required):
1.[5I am a employer with _ 4. ❑ I am a general contractor and I 6. RrNew 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. EBlemodeling
ship and have no employees These sub-contractors have 8. [Demolition
working for me in any capacity. employees and have workers' 9 2"B'uilding addition
[No workers' comp. insurance comp. insurance.T
required.]
5. ❑ We are a corporation and its 10.❑ 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 12.❑ Roof repairs
insurance required.] t c. 152, §1(4), and we have no
employees. [No workers' 13.El Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
tHo meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$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.
Insurance Company Name: F R e-lers J 15L�,(-^c e. co
Policy#or Self-ins.Lic. #: 03 A (— 6 i .5- I Y 9 Expiration Date:
Job Site Address:—L/ / 1_11b«l` St City/State/Zip: NOrthrA)O}a_T oIDbd
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 copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby cer under thepains and penalties ofperjury that the information provided above is true and correct.
� Date: `r
Si ature:
Phone#: bl 1113 — P LI 99?f-
Official use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
L uing Authority(circle one):
Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector
Other
ntact Person: Phone#:
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: L Not Applicable £
Name of License Holder: J a 2S G S 6 U G�� L 3 1 3 5
License Number
Z S Go l d ,5 Ic1,cr fvw.t /►q 14 L / ri / l 6
Address Expiration Date
Signature Telephone
9eg
' Ristered.Home.Imnrovement Contractor Not Applicable £
�Ie e.> (G� eli�r t �eAs4l uc-I�vn
Company Name Registration Number
118 ga j te!! -5,/- Morf6e,.�, lo, , r14 Q(0 0 3 1 /6
Address Expiration Date
Telephone y/.'� '3?Y-()3W
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(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 ilding permit.
Signed Affidavit Attached Yes.- ... £ No...... £
11: Hame Owner Exemption':
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780 Sixth Edition Section 108.3.5.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,You may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House [-1 Addition Replacement W' Bows Alteration(s) ❑ Roofing
Or Doors
Access Id i. ❑ D olit'on New Sign [ Decks [ ding [❑] Mr[❑
Brief Description of Proposed �C/hv✓� [ �n /���� ' A22 add. `� J t�ec
Work: l- /�•[t / D,,
Alteration of existing bedroom Yes No Adding new bedroom ✓ Yes o�'�4&
Attached Narrative Renovating unfinished basement Ye No a
Plans Attached Roll -Sheet
sa:If New,house and or'addn to existing housing;.complete tfie following:
a. Use of building:One Family_� Two Family Other U
b. Number of rooms in each family unit: r Number of Bathrooms
c. Is there a garage attached?No
d. Proposed Square footage of new construction. �� �O2 Dimensions Died� ���YD
e. Number of stories?
f. Method of heating? a L reJ 64 cl4t r Fireplaces or Woodstoves 14 J 4 Number of each I
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction Od
i. Is construction within 100 ft. of wetlands? Yes _ZNo. Is construction within 100 yr. floodplain Yes /No
j. Depth of basement or cellar floor below finished grade (9� ��t�S M• V
k. Will building conform to the Building and Zoning regulations? _ Yes No.
I. Septic Tank City Sewer Private well City water Supply ✓
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR.BUILDING PERMIT
1 as Owner of the subject
property _
hereby authorize J 04/'A If 04S b Ird Q-G l(
to act on i all matters relative to work authorized by this building permit application.
Signature of ne D e
J RMes GS b ro L."G/C 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 penalties of perjury.
Print N e
Me,
Si na re of Owner/Agent Date
Section 4. ZONING AR Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size .c
a
Frontage i ��.,�. �,,_�_.--------
Setbacks Front td( II E_]
f i
Side Lr � R: L:�.�..�._.' R:� ii........�.�.J
Rear ry-T-1 tG�-
Building Height Imo- ;�
Bldg. Square Footage =�==�_ %
Open Space Footage �-�- %
(Lot area minus bldg&paved 1�",,f� p1 __
arkin )
r� s tTM'
#of Parking Spaces -
Fill:
(volume&Location) ---�— -----A. Has a Spq6al Permit/Variance/Findi ever been issued for/on the site?
NO DONT KNOW YES Q
IF YES, date issued:'; j
IF YES: Was the permit recorded at the Registry of Deeds?
NO C) DONT KNOW 0 YES
IF YES: enter Book j T Page€ and/or Document#,
_ i L---j s_
B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES Q
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained Q , Date Issued:
C. Do any signs exist on the property? YES Q NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO
IF YES, describe size, type and location: ' 4
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 Q NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
City of Northampton sta#usofPrrn�t, _ ,T F
Building Department Ct�r),Cu#/Drirteway Perrrlt# ' ��
MAY — 52014 212 Main Street Sewer/SepticAvailabl{tty r ` t
Room 100 1lVater/VlteiCAvatlaf}ility
Northampton, MA 01060 Tvva S?ts of 5#ructural Plans
Ell ic,Plumbing&Gas inspections F
Northampton. MA.0106o hon 413-587-1240 Fax 413-587-1272 P[of/$i#e Plans r* s }
y
OderSpec�fyt r t
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address: This secttorr to be completed by office
• -Map Lot Urnt
y I LI b r4-�� S f
Zone Overla District
/(10 r tl�a P+v - Y
Elm St District CB District
SECTION 2. PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Name(Print) Curr i t Mailing Address: ( Q 0/0 2
Telephone
Signature L
2.2 Authorized Agent:
ie,3 4r,S btoL4-c- I z S &c.) 13e Icier") A414
Name(Print) Current Mailing Address:
'I" yI-) - e3 s
(V nature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS. .
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building IU ova av (a)Building Permit Feb
� _
2. Electrical (b) Estimated Total Cost of
Z,000 _0 0 Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical(HVAC) �.-' p v v , G v
5. Fire Protection
6. Total=0 +2+3+4+5) D v . 00 Check Number
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissioner/Inspector'of Buildings Date
File#BP-2014-1152 6k
APPLICANT/CONTACT PERSON ELEMENTAL CARPENTRY&CONSTRUCTION INC
ADDRESS/PHONE 118 1 AWLEY ST NORTHAMPTON (413)323-8837 0
PROPERTY LOCATION 41 LIBERTY ST
MAP 30B PARCEL 011 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out 14 &V7
Fee Paid
Typeof Construction: CONSTRUCT 1 ST FLR BATH ADDITION, 12 X 16 DECK,REMODEL
KITCHEN EXTEND FAMILY RM ADD 2ND FLR 2BEDRM/LAUNDRY ROOM ADDITION
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 53135
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO ,MATION 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
n elay
—
ABuilding icial Dat e
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.
41 LIBERTY ST BP-2014-1152
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 30B-011 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category ADDITION BUILDING PERMIT
Permit# BP-2014-1152
Project# JS-2014-001956
Est. Cost: $217000.00
Fee: $712.40 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: ELEMENTAL CARPENTRY & CONSTRUCTION INC 53135
Lot Size(sq. ft.): 10585.08 Owner: KRANTZ STEFANIE L
Zoning URB(100)/ Applicant: ELEMENTAL CARPENTRY & CONSTRUCTION INC
AT: 41 LIBERTY ST
Applicant Address: Phone: Insurance:
118 HAWLEY ST (413) 323-8837 Workers Compensation
NORTHAMPTONMA01060 ISSUED ON.511212014 0:00:00
TO PERFORM THE FOLLOWING WORK.CONSTRUCT 1 ST FLR BATH ADDITION, 12 X 16
DECK, REMODEL KITCHEN,EXTEND FAMILY RM, ADD 2ND FLR 2BEDRM/LAUNDRY ROOM
ADDITION
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 5/12/2014 0:00:00 $712.40
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner