23D-077 (4) 28. 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.
29. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
30. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note: ThruLoks
are engineered for post attachment supporting a railing.
31. Smoke and CO detectors as required. 780 CMR R314 and R315.
32. Closets beneath stair which have doors must be drywalled with %2 ". 780 CMR R302.7
Relevant items must be submitted to the building department for approvals before inspections and or CO can be
signed. Other items are intended to avoid costly issues at inspections.
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(a�northamptonma.gov
Tha o r c. ►.eration on these matters.
10
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
b. All corners must be appropriately attached to the foundation.
13. 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
14. 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
15. 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
16. 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 3/4" from
the top of the threshold and only in- swinging doors. 780 CMR R311.3
17. 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. 780
CMR R311.7.
18. 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.
19. 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, in
bearing walls if more than 50% of a plate is cut or notched a 1 %z" 16ga. strap must extend a minimum of
6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3
the depth not closer than 2" from the top or bottom. Notches are different.
20. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3
21. Dryer duct maximum equivalent length is 25' or per manufacturer's specs. 780 CMR M1502.4.4.1, no
screwed connections.
22. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4
23. 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
24. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302.
25. Ignition barriers in place before final. 780 CMR R316.
26. Dwelling /Garage fire separation. An attached garage (within 3' of main structure) is required to have %"
drywall on the garage side of the seperation wall and if there is a finished space above the garage all
walls must have %Z" drywall and the ceiling 5/8" drywall. 780 CMR R302.6
27. 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. Energy information including mechanical equipment posted on the electric panel.
d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Building Option Package.
City of Northampton
- ' Massachusetts
I . , { 4 & I.
DEPARTMENT OF BUILDING INSPECTIONS �`
212 Main Street • Municipal Building
1 Northampton, MA 01060 r t . j `: :"
INSPECTOR
Wright Builders, Inc. April 27, 2012
48 Bates Street
Northampton, MA 01060
Subject Location: 117 Warner Street
Map Block: 23D - 077
Mr. Ledwell,
These are a few items which may need special attention on this project;
1. All new bedrooms must have an emergency escape window.
2. When a new bedroom is created the entire house must be brought up to current building codes in
regards to smoke, heat, and CO detectors.
3. Collar ties or gussets are required in the upper 1/3 of the rafters.
4. A positive connection must be made between the rafters and top wall plate /beam.
5. CMU foundations require 3/8" parging, see #6 below.
6. Basement walls require fire blocking at the top of the wall and every 10' horizontally, plan ahead.
As of August 4 2011 the 8 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 a substitute for purchasing and reading the MA codes.
1. Structures shall conform to 780 CMR 8 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. Foundation anchor bolts must be %Z" and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
6. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions.
7. 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
are required at each connection. 780 CMR R802.3.1. When there is not one of these two a structural
ridge is required with a load path to the foundation.
8. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/ 1 780 CMR
R802.3.1
9. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
10. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
11. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I -joist and or Floor Truss
c. Roof truss
12. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. 780
CMR 602.10.
a. Garage corners and large corner window /door layout may require special solutions.
Eck 6 -13 -12
1" t 7 ._ Florence, Ma 11:23am
loft
KeyBc1uo Jl 4 5114
kmBeamEneine 4.6004
- Iaterials Databme 1:60
Member Data
Description: Member Type: Beam Application: Floor
Basemnt Beam Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 10 PLF Deflection Criteria: L /360 live, L /240 total
Live Load: 30 PLF Deck Connection: Nailed Member Weight: 5.6 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 12' 0.00" 10' 6.00" 10 40 Live
p r•id y ( C a x � 9 � �`, "`
" r �T"`3 -¢ley 6' d „ ""' r 7e , t wl l l r t r' ,e ' r , o p'
h a $ 1•t hi "i"' )bl,"��k� % (Y W li r ;,.* 31011440 'A rie t ill x ' �! � l .�� :, : li,*'t,,,9 x_
/ 7T-
6 0 0 6 0 0
/ D ®/
12 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 1.500" 1302# --
2 5' 9.375" Wall Spruce- Pine -Fir 8.000" 3.007" 3834# --
3 11' 6.750" Wall Spruce- Pine -Fir 3.500" 1.500" 1302# --
Maximum Load CaseReactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 240# 1062#
2 799# 3035#
3 240# 1062#
Design spans
5' 9.375" 5' 9.375"
Product: SPF #2 2 x 10 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1592.'# 3431.'# 46% 2.31' Odd Spans D +L
Negative Moment 2217.'# 3431.'# 64% 5.78' Total load D +L
Negative Unbrcd 2217.'# 3409.'# 65% 5.78' Total load D +L
Shear 1508.# 2498.# 60% 5.2' Total load D +L
Max. Reaction 3834.# 10200.# 37% 5.78' Total load D +L
LL Deflection 0.0267" 0.1927" L/999+ 8.96' Even Spans L
TL Deflection 0.0309" 0.2891" L1999+ 2.6' Odd Spans D +L
Control. Negative Unbrcd
DO Ls: Live = 100% Snow =115% Roof =125% Wind = 160%
This member has been designed in accordance with NDS 2005
++�� All product names ale trademarks of their respective owners
r :c e & u77 K Cop (C by Keymark Enterprises, LLC, ALL RIGHTS RESERVED.
'Passing is defined as when the member, dent joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet.
The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufactures spef/0Calion:.
Eck 6 -13 -12
r; Florence_ Ma. 11:32am
loft
KecBeaarnR 4.5110
krnBeamEngme 4.6005
, l,ltenals Datahase 1360
Member Data
Description: Member Type: Beam Application: Floor
drop beam @ existing Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 30 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
' (Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 11' 0.00" 6' 6.00" 10 30 Live
Additional Uniform (PLF) Top 0' 0.00" 11' 0.00" 55 0 Live
m
/ /
11 0 0
O 0/
11 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 1.500" 1713# --
2 10' 6.750" Wall Spruce- Pine -Fir 3.500" 1.500" 1713# --
Maximum Load Case Reactions
Usod for applying point ,Dads for ( Ina loads) to carrying members
Dead Live
1 683# 1030#
2 683# 1030#
Design spans
10' 6.750"
Product: 1- 314x9 -112 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4524.'# 13958.'# 32% 5 28' Total load D +L
Shear 1456.# 6317.# 23% 0.01' Total load D +L
Max. Reaction 1713.# 5206.# 32% 0' Total load D +L
TL Deflection 0.1817" 0.5281" L/697 5.28' Total load D +L
LL Deflection 0.1092" 0.3521" L/999+ 5.28' Total load L
Control TL Deflection
DOLs Live =100% Snow =115% Roof =125% Wind =160%
00 product names are trademarks of their respective r wers
z t �pg �+
i, i..1 a 1 ii # . Copyright (C)1987 -2012 by Keymark Enterprises, LL C. ALL RIGHTS RESERVED
"Passing is defined as when the member, floor joist, seam or girder, shown on this drawing meets applicable design crilena for Loads, Loading Conditions, and Spans listed on this sheet
The design must he reviewed by a cualified designer or design professional as required for approval. This design assumes product installation accerdinq to the manufacturer's specifications
B
Eck 6 -13 -12
1 ,,", i) v211111 Florence,Ma, 1 1:36am
loft
Keetoeam =k 45115
IanBearnEneuoe 46005
\laterials Database 1.360
Member Data
Description: Member Type: Beam Application: Floor
Drop beam @ Den & Dining Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 30 PLF Deck Connection: Nailed Member Weight: 9.4 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 10' 0.00" 12' 0.00" 10 30 Live
Additional Uniform (PSF) Top 0' 0.00" 10' 0.00" 12' 0.00" 10 20 Live
Ti m
10 0 0
10 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 2.730" 4061# --
2 9' 6.750" Wall Spruce- Pine -Fir 3.500" 2.730" 4061# --
Maximum Load Case Reactions
Used for applying point Wads (or line loads) to carrying members
Dead Live
1 1192# 2869#
2 1192# 2869#
Design spans
9' 6.750"
Product: 1- 344x9 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 9709.'# 13958.'# 69% 4 78' Total load D +L
Shear 3389.# 6317.# 53% 0.01' Total load D +L
Max. Reaction 4061.# 5206.# 78% 0' Total load D +L
TL Deflection 0 3195" 0.4781" L/359 4.78' Total load D +L
LL Deflection 0.2257" 0.3187" L/508 4 78' Total load L
Control: Max. Reaction
DOLs Live = 100% Snow =115% Roof =125% Wind =160%
�r
All product names are Trademarks of their respective owners
I ,.. f ,' 1 H l a. 3
IL a^[ Copyright (C)1987 •2012 by Keymark Enferpnees LLC. ALL RICH'S 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.
The des gn must be reviewed by a qualified cosigner or design professionai as required for approval. This design assumes product installation according to the manufacturer 's specifications
Eck 6 -13 -12
Flerence,Ma. II:SOam
. "r 1
,.\ i3eemib 4.51 td
kn>BBeaoiEngine 1600d
\ fatenals Database MO
Member Data
Description: Member Type: Beam Application: Floor
2nd floor flush girder Top Lateral Bracing: Continuous
Bottom Lateral Brac'.ng: None
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 30 PLF Deck Connection: Nailed Member Weight: 14.0 PLF
Filename: KYB1
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 10' 6.00" 10' 6.00" 10 40 Live
T
r r
12 0 0
®
12 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 1.500" 3082# --
2 11' 6.750" Wall Spruce- Pine -Fir 3.500" 1.500" 2529# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 681# 2400#
2 573# 1956#
Design spans
11' 6.750"
Product: 1- 314x9 -1/2 VERSA -LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Connect members with 2 rows of 16d common nails at 12.0" oc
NOTE: Nails must be applied from both sides
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 8808.'# 21774.'# 40% 5.78' Total load D +L
Shear 2655.# 9476.# 28% 0.01' Total load D +L
Max. Reaction 3082.# 7809.# 39% 0' Total load D +L
TL Deflection 0.2813" 0.5781" L/493 5.78' Total load D +L
LL Deflection 0.2190" 0.3854" L/633 5.78' 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 %
Alt product names are trademarks of their respective o:aners
trri s Copyright (0)1907 -2012 by Keymark Enterers. LLC. ALL RIGHTS RESERVED-
"Pas g ,s defaned aS when the member, floor joist, beam or girder, shown or this drawing rt ,e:s applicable design criteria for Loads, Leading Conditions, and Spans listed on this sheet.
The design must be reviewed by a rlualit,ed designer ar design pr0lesstonal as required for approval This design assumes product inslallahor according to the manufacturer s specifications.
Eck 6 -13 -12
Florence. Ma 11:45am
1 oft
KevBeami 4.5 1 1 d
k3r3eamEngine 4.6004
Materials Database 1360
Member Data
Description: Member Type: Joist Application: Floor
s — S1.2 ` ( , s Top Lateral Bracing. Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load' 10 PSF Deflection Criteria: L/360 live, L/240 total
Live Load: 30 PSF Deck Connection: Glued & Nailed
Filename: KYB1
Other Loads
Type Dead Other
(Description) Side Begin End Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 16' 0.00" 10 40 Live
16 0 0
16 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 5.500" 1.500" 511# --
2 15' 3.875" Girder Steel 3.500" N/A 511# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 02 #(77p1f) 409 #(306p1f)
2 102#(77p1f) 409 #(306p1f)
Design spans
15' 3.875"
Product: 9 -1/2" AJS 20 MSR 16.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1957.'# 3395.'# 57% 7.66' Total load D +L
Shear 511.# 1160.# 44% 0' Total load D +L
End Reaction 511.# 1175.# 43% 0' Total load D +L
TL Deflection 0.3284" 0.7661" L/559 7.66' Total load D +L
LL Deflection 0.2627'" 0.5108" L/699 7.66' Total load L
Control: Pos. Moment
DOLs: Live= 100% Snow =115% Roof =125% Wind = 160%
Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
AR product names are trademarks of Iheir respactive owners
c Y a its "- Copyright (C)11187 2012 by Keymark Enterprises, LLC ALL RIGHTS RESERVED_
"Passing is defined as when the member, floor joist, beam or girder, shown O1 this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sneet.
The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according (0 the manufacturer's specir02It00s.
1
Eck 6 -13 -12
s ; Florence. Ma . 1 1:42am
1 Id 1
Kevrkan 4.511d
kntHemnEnginc 4.000d
\-tatenals Database 1360
Member Data
Description: Member Type: Joist Application: Floor
Joist 1st floor Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 10 PSF Deflection Criteria: L1360 live, Lf240 total
Live Load: 30 PSF Deck Connection: Glued & Nailed
Filename: KYB1
Member has been designed for a concentrated live load of 2000 Ibs distributed over a 2' 6 00" square area
Other Loads
Type Dead Other
(Description) Side Begin End Start End Start End Category
Replacement Uniform (PSF) Top 0' 0.00" 20' 0.00" 10 40 Live
16 0 0 4 0 0
p
2000
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Spruce- Pine -Fir 3.500" 1.500" 912# --
2 15' 9.375" Wall Spruce- Pine -Fir 3.500" 3.500" 1709# --
3 19' 5.875" Girder Steel 3.500" N/A 27# -746#
Maximum Load Case Reactions
Used for applying point Toads (or line loads) to carrying members
Dead Live
1 84 #(63p1f) 336 #(252p1f)
2 243#(1820) 973 #(730p1f)
3 - 66 #(- 49p1f) - 362 #(- 271p1f)
Design spans
15' 9.375" 3' 8.500"
Product: 9112" AJS 20 MSR 16.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Review gravity uplift reaction force of 747Ibs at bearing 3 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2893.'# 3395.'# 85% 7.1' Total load CLLmd
Negative Moment 2863.'# 3395.'# 84% 15 78' Total load CLLmd
Shear 1119.# 1160.# 96% 15.77' Total load CLLs2
End Reaction 912 # 1175.# 77% 0' Total load CLLs1
lnt, Reaction 1709.# 2350.# 72% 15.78' Total load CLLs2
TL Deflection 0.3624" 0.7891" L/522 7.1' Total load CLLmd
LL Deflection 0.3245" 0.5260" L1583 7.1' Total load CLLId
Control Shear
DOLs: Live =i00% Snow =115°/ Roof =125% Wind =160°1
Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design
All product names are trademarks al Their respective owners
,e yg
eL �`�S &2 Copyright (C)1907 by Keymark Enterprises, LLC. ALL RIGHTS RESERVE6
"Passing Is clef!ned as when the member. floor joist. beam or girder, shorn on this drawing meets applicable design enteric for Loads, Loading 0004l(ons, and Spans listed on the sheet
The rie5i4n must be reviewed by a qualified designer or design professiona'� as required for approval This design assumes product installation according to the fn. ufachirer spenifinah°nS
is
ENERGY CONSERVATION APPLICATION FORM FOR
LOW -RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS
780 CMR Appendix J
Applicant Name: [g6i( V1 tin &4' Site Address: sr
Applicant Address: tie gietTrs S1"• City/Town: Z.
NG P-1 - A-Ai P71 tt MA" Use Group: ' `'r t;,><I
Date of Application: - Arnri7
Applicant Phone: : I: Applicant Signature: Ma ,
Compliance Path (check one):
❑ Prescriptive Package (Limited to 1- or 2- family wood frame buildings heated with fossil fuels only)
Package (A through KK from Table J5.2.1b): • Heating Degree Days (HDD from Table J5.2.1a:
(For items d. through i., fill in all values that apply from Table J5.2. ib:)
a. Gross Wall Area sq.ft f. Wall R -value R-
b. Glazing Area' sq.ft. g. Floor R -value R-
c. Glazing % (too x b = a) % h. Basement wall R-
d. Glazing U -value U- i. Slab Perimeter R-
e. Ceiling R -value R- j. Heating AFUE
❑ Component Performance: "Manual Trade -Off" (Limited to wood or metal framed buildings only)
Climate Zone (from Figure J6.2.2) ❑ Zone 12 ❑ Zone 13 ❑ Zone 14
Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade -Of Worksheet, if applicable]
[} MAScheck Software
Attach Compliance Report and Inspection Checklist printouts
❑ Home Energy Rating System Evaluation
Attach Home Energy Rating Certificate (HERS rating score must be 83 or higher)
❑ Systems Analysis OR ❑ Renewable Energy Sources
Attach Mass Registered Architect or Engineer Analysis
ALTERNATIVE FOR ADDITIONS ONLY: A
a. Gross Wall + Ceiling Area 1 6" sq.ft. b. Glazing Area' 17(r, sq.ft. c. Glazing % (100 x b _ a) 0 .g
ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below:
MAXIMUM U -Value MINIMUM R- Values
Fenestration Floor Basement Wall Slab Perimeter, Deith
030 2 R -38 R -20 R -30 R -10 Continuous R -10, 2 ft
1 Glazing Area may be either Rough Opening or Unit dimensions.
2 Based on NFRC listing. Applies either to every unit, or to area- weighted average of all units.
3 R -30 ceiling insulation may be used in place of R -37 if the insulation achieves the full R -value over the entire ceiling area
(i.e.- not compressed over exterior walls, and including any access openings.)
❑ "SUNROOM" addition (greater than 40% glazing -to -wall and ceiling gross area)
Attach "Consumer Information Form" from 780 CMR Appendix B.
Official's Name: Official's Signature:
Application Approved ❑ Denied ❑ Date of Approval/Denial:
Reason(s) for Denial: (provide additional details as needed on back side)
, I
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DEF. OF 3r:11- D LNG INSPECTIONS
212 Main Strett. " Municipal Building
INS;:_CTOR
Northampton, Mass. 01060
1
Square Fcctace Arncunt
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Eazement. @ ,
II
ist Eicor @ ,5o 5-4) if
2nd Floor @ -SID
1/2 ?leers, Attic, Garage, a..0 . -
Deck, Pereoz ,
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SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: p�Q� f Q �� / Not Applicable El
Name of License Holder : WILE j ii '( k ( ( ` ' 1 ��G JJI/ �j' O I 9 I J
License Number
ga S r • / r a R— .j- PJ N W 9 /3
Address Expiration Date
Signature elephone
9. Registered Home Improvement Contractor: Not Applicable ❑
fN� � M g We / 01 53 (,
Company Name Registration Number
� AI - vf gi . No e-'f A-/1 P 1vP, / — 6 10)-6 �l �
Address y� Expiration Date
Telephone b r ov " 9
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 building permit.
Signed Affidavit Attached Yes No ❑
11. - Home 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 Windows Alteration(s) N igl Roofing ❑
Or Doors El
Accessory Bldg. ❑ Demolition New Signs [0] Decks [Q Siding [0] Other [01
Brief Description of Pro sed ■ _ . s /� , - ` K' / - t e
Work: gum) N V' a ot2 .. /b1)0l".- 7 f- t4f€'�-� ' H- 0f" ISrPal
Alteration of existing bedroom Yes X No Adding new bedroom x Yes No kb415 b p
Attached Narrative Renovating unfinished basement Yes X No 444 •
Plans Attached Roll - Sheet /� per ,,
6a. If New house and or addition to existing housing, complete the following: V/" g4
a. Use of building : One Family X Two Family Other ' A O, D
b. Number of rooms in each family unit: ! Number of Bathrooms
c. Is there a garage attached? N0
ft.-;._ r
tle
d. Proposed Square footage of new construction. I� Dimensions d� 5( .)-4,1 e. Number of stories? 1 WW 0 v
f. Method of heating? Cr T1+ Fireplaces or Woodstoves �-' Number of each ^—'
W ,Jt' t e l -16-- N
g. Energy Conservation Co pliance. ( Masscheck Energy Compliance form attached?
h. Type of construction 5 8
i. Is construction within 100 ft. of wetlands? Yes x No. Is construction within 100 yr. floodplain Yes x No
j. Depth of basement or cellar floor below finished grade r _ M t 1V • i t 1
k. Will building conform to the Building and Zoning regulations? X Yes No .
I. Septic Tank City Sewer X Private well City water Supply x
SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR OOR BUILDING PERMIT
I, C—{,.S'"h J G `�("'' , as Owner of the subject
property Q Q^,� Q,/ �) ,}�p�Q�
hereby authorize INP 6' 1 e' ") `�' >e g
to act on my behalf, in all matters relative to work authorized by this building permit application.
/' Signature of Owner Date
I, VI P1 Gli'f 'l( , as Owner uthorized
1 Agent ereby declare that the statements and information on the foregoing application are true and accurate, to the best o ■ • o - • ge
�rtL1'Selief.
Signed under the pains and penalties of perjury.
M A-AK ( IN OA--
Print Name
14 1-)--
.. ....,...----\__A- .....---c4.--641
Signaturebf Owner /Agent Date
a
e(k-w ^��� ��� — ����^^ "—^^ — ^»-w� x�� x "—= ~ w - �pw� " w /-t/I-
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To tncomplete Information
Existing Proposed Required by Zoning
This column to be fih1e by
Building orpaumc.
- - -----�--'-- | � --- -----�— /| --- ------
Lot Size
Frontage
-------- -- --- r ----'------� - � r --------
Setbacks Front ^�--- F --- [- -
�--- [--- F --- [- -- F--- �---1
Side L: yL L: L_-_J ^. __--�
Rear
Building Height
�--- F--1 F---
Bldg. Square Footage
Open Space Footage
(Lot area minus bldg & paved
parking)
#of Parking 3 es
Pi F -------------- ��� ----- - - --- -- --- ----
"lumum Location)
---------'--'�---------'------ _-___
A. Has a Special Permit/Vahance/Findin` ever been issued for/on the site?
0 0
NO �_� DON'T KNOVV �� YES �_�
-----------
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO K } DONT KNOW YES
�� ____�c -------
F -- - --- --
IF YES: enter Book | Page and/or Document #
B. Does the site contain a brook, body of water or wetLands? NO 4 0, DONT KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the[onservadon Commission?
Needs to be obtai �_� �_� ned »�� Obtained w-� Date|ssued'
' ' L---_-_-_-__--J
C. Do any �gnse�ston the pvopnr� 0 � YES NO ��
IF YES, describe size, type and location: | |
D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0
•
IF ¥ES, describe sze, type and Location
E. Will the construction activity disturb (clearing, grading, ex .vation, or fihting) over 1 acre or is it part ofa common plan
that will disturb over 1 acre? YES� NO �
�� ��
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
Department use only
City of Northampton Status of Permit:
Building Department Curb Cut/Driveway Permit
T " 212 Main Street Sewer /Septic Availability
30 Room 100 Water/Well Availability
Northampton, MA 01060 Two Sets of Structural Plans
" "* II • • . - ' 13- 587 -1240 Fax 413- 587 -1272 Plot/Site Plans
AT y L c G pME ., J,A G 1 0'
0 s o Other Specify
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1.1 Property Address: This section to be completed by office
(1 (1 V - I e s Map Lot Unit
P . l � � j4 ^ , p (yA k- Zone Overlay District
(`
Elm St. District CB District
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
C.r, - ,-1-; V\-Q -- D . :-tc-- 1 r? W -Ne- sT, teeoc
Name (Print) Current Mailing Address: �-gt re s2
\l �s.)— ,,c ,?2 .t L & ( i (tip' C C2�� Telephone b �j 0 Q U I
J Signature
2.2 Authorized Agent:
1A P 61K &'vi (lb C !N6!Lt - 4 ST-, IV Pro I
Name (Print) Current Mailing Address:
Signature Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building 4, > o g / (a) Building Permit Fee
• 2. Electrical �p / ,p 0 if — (b) Estimated Total Cost of
Construction from (6)
3. Plumbing (.0 3 Qom Building Permit Fee
4. Mechanical (HVAC) 3a- 9y.- _..
5. Fire Protection
6. Total = (1 + 2 + 3 + 4 + 5) t /7 ° ?i -'— Check Number C MdLa *6 02 2------ -
A This Section For Official Use Only
✓/ ' Date
Building Permit Number: Issued:
Signature:
Building Commissioner /Inspector of Buildings Date
4
File # BP- 2012 -1114
APPLICANT /CONTACT PERSON WRIGHT BUILDERS
ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116)
PROPERTY LOCATION 117 WARNER ST
MAP 23D PARCEL 077 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE PA
ZONING FORM FILLED OUT , Q f,
Fee Paid ��'
Building Permit Filled out �/ , $/,�
Fee Paid 7 /o (�
Typeof Construction: DEMO REAR ADDITION & CONSTRUCT 2 STORY ADDITION (KITCH/BATH 1ST
FLR,2 BEDRMS 2ND)
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 047146 ` ji,et e Q
3 sets of Plans / Plot Plan �``'� -�
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF9 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
o iti s ' D ela
ature o t uilding Of' cial 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.
117 WARNER ST BP- 2012 -1114
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 23D - 077 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADD BATH BUILDING PERMIT
Permit # BP- 2012 -1114
Project # JS- 2012- 001743
Est. Cost: $156204.00
Fee: $622.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: WRIGHT BUILDERS 047146
Lot Size(sq. ft.): 35501.40 Owner: ECK JUSTIN R & CHRISTINE D
Zoning: URB(100)/ Applicant: WRIGHT BUILDERS
AT: 117 WARNER ST
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 (116) Workers Compensation
NORTHAMPTONMA01060 ISSUED ON:6/28/2012 0:00:00
TO PERFORM THE FOLLOWING WORK: DEMO REAR ADDITION & CONSTRUCT 2
STORY ADDITION (KITCH /BATH 1ST FLR,2 BEDRMS 2ND)
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 6/28/2012 0:00:00 $622.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner