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ATTIC ACCESS:
AS PER BUILDING CODE, IT IS
NECESSARY TO PROVIDE ACCESS
TO ANY ATTIC AREA GREATER THAN 30
SQUARE FEET. ACCESS OPENING MUST
BE NO LESS THAN 22 "X30" OVERALL.
SAID OPENINGS SHALL HAVE PROPER DOOR
OR HATCH MEETING ALL ENERGY CODE
REQUIREMENTS.
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TEMPERED GLASS REQUIRED
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FOUNDATION PLAN 114 " = 1' - 0 "
CITY OF NORTHAMPTON
BUILDING DEPARTMENT -
These plans have been reviewed
And approved i'�` ilte.► d,1 a _- t - /P,
Date 3 /V
Signature
``�
9
29. 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.
30. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
31. 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.
32. Smoke and CO detectors as required. 780 CMR R314 and R315.
33. Closets beneath stair which have doors must be drywalled with % ". 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
Thank you • r our cooperation on these matters.
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
b. All corners must be appropriately attached to the foundation.
14. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if
shower head is used, 6'8" for basements, 6'4" at beams /ducts. 780 CMR R305.1. MA amended
15. 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
16. 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
17. 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
18. 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.
19. 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.
20. 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 1A" 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.
21. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3
22. Dryer duct maximum equivalent length is 25' or per manufacturer's specs. 780 CMR M1502.4.4.1, no
screwed connections.
23. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4
24. 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
25. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302.
26. Ignition barriers in place before final. 780 CMR R316.
27. Dwelling /Garage fire separation. An attached garage (within 3' of main structure) is required to have %2
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
28. 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
DEPARTMENT OF BUILDING INSPECTIONS
L
212 Main Street • Municipal Building
Northampton, MA 01060 '-7".
INSPECTOR
Gregory Quill July 31, 2012
•
23 East Hadley Road
Hadley, MA 01035
Subject Location: 95 Emerson Way Lot #10
Map Block: 36 -359
Mr. Quill,
Your plans dated 6 -17 -12 have been approved as drawn and per this memo. These items which will need to
be accomplished as the project moves forward;
1. Braced wall detailing at the garage door.
2. Copy of plans in electronic format.
3. Stamped engineering for all non prescriptive materials and or systems.
4. HERS initial and final reports.
5. A smoke /CO in the 2 " floor hall.
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. 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 1/2" 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. 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 neither of these a structural ridge is
required with a load path to the foundation.
9. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1 / 3rd 780 CMR
R802.3.1
10. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
11. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
12. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I -joist and or Floor Truss
c. Roof truss
13. 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.
Job Truss Truss Type 'Qty PIY EMERSON WAY NORTHAMPTON, MA
Q1206161 T3GE Common Truss ' 1 1
_'.JobReferencjoptional)_
Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries Inc. Wed Jun 20 08:30.09 2012 Page 1
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a 3 iTb , 9
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3x4 II 11T1 7 3x4 I I
2W T 110
41 1 G 11 - 4
•=1 ,,'' ,9 - - U 0, ja 61 20 19 18 17 16 15 14 13 12
2x4 I I 2x4 I I
17 -1 -0
17 -1 -0
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP
TCLL 38.5 Plates Increase 1.15 TC 0.13 Vert(LL) -0.01 11 n/r 120 MT20 197/144
(Ground Snow 50.0) Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 11 nit* 90
TCDL 10.0 Rep Stress Ina YES WB 0.16 Horz(TL) 0.00 12 n/a n/a
BCLL 0.0 Code IRC2009/TPI2007 (Matrix) Weight: 79 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2 NOTES (16) Ex h =25ft; Cat. II; 5.0 sf; h; TCDL= 4.2psf; BCDL = 13) Provide mechanical connection (by others) of truss to bearing plate capable of
WEBS 2 X 4 SPF S CHORD 2 X 4 SPF No.2 1) Wind: ASCE 7 -05; 100m p p Exp B; withstanding joint(s) except (jt=lb) 20, 12, 17, 18, 15, 14 exce 19 =105, 13 =102.
WE g 100 Ib uplift at j )
OTHERS 2 X 4 SPF Sttud ud enclosed; MWFRS (low-rise) gable end zone and C -C Comer(3) -1 -0-0 to 2 -0 -0, 14) This truss is designed in accordance with the 2009 International Residential Code
BRACING Exterior(2) 2 -0-0 to 5-6-8, Comer(3) 5 -6 -8 to 8-6 -8, Exterior(2) 11-6 -8 to 15 -1-0 zone; sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
TOP CHORD cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions 15) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the '
Structural wood sheathing directly applied or 6 -0 -0 oc purlins, except end verticals. shown; Lumber DOL =1.33 plate grip DOL =1.33 analysis and design of this truss.
Plates 20 Gauge Not
BOT CHORD 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to 16) All auge Unless Noted
Rigid ceiling directly applied or 6 -0 -0 oc bracing. wind (normal to the face), see MiTek "Standard Gable End Detail'
3) TCLL: ASCE 7 -05; Pg= 50.0 psf (ground snow); Pf =38.5 psf (flat roof snow); LOAD CASE(S)
REACTIONS All bearings 17 -1 -0. Category II; Exp B; Partially Exp.; Ct =1.1 Standard
(Ib) -Max Horz 4) Unbalanced snow loads have been considered for this design.
20= 164(LC 7) 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times
flat roof load of 38.5 psf on overhangs non - concurrent with other live loads.
Max Uplift
All uplift 100 Ib or less at joint(s) 20, 12, 17, 18, 15, 14 6) All plates are 1.5x4 MT20 unless otherwise indicated.
except 19=-105(LC 8), 13=-102(LC 9) 7) Gable requires continuous bottom chord bearing.
Max Gray 8) Truss to be fully sheathed from one face or securely braced against lateral movement
All reactions 250 Ib or less at joint(s) 19, 13 except (i.e. diagonal web).
20= 266(LC 2), 12= 266(LC 3), 16= 287(LC 1), 17= 410(LC 2), 9) Gable studs spaced at 2 -0-0 oc.
18= 281(LC 2), 15= 410(LC 3), 14= 281(LC 3) 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads.
FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. 11) * This truss has been designed for a live bad of 20.0psf on the bottom chord in all
WEBS areas where a rectangle 3 -6-0 tall by 1 -0-0 wide will fit between the bottom chord and
5 -17= 284/83, 7 -15 =- 264/83 any other members, with BCDL = 10.Opsf.
12) Ali bearings are assumed to be SPF No.2 .
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� -41 DI. ':immediately of any discrepancies. The building owner /owner's agent is responsible for coordinating all construction details between trades. Truss Engineering
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This non-structural placement plan ¢provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken or by TEC fort e�
structural in tegrity ofthe structure below the trusses or the afferts of TEC's produ ton the structure as a whole. The truss installer shall follow all BCSI recom mendati ns, construction
bocument specifications as well as any site specific requiremerd rope nstallation. No loading shall be applied to trusses until properly and fully installed, including all ������
heathing, hangers, wolf anchors, lateral web b show n nts on to indiv idual safe shop an dr ), and permanent bracing (as required by the construction documenU). installation coot ractor
(shall refer to the individual truss shop drawings for all structural requirements of trusses, including but not limited to bearing Iccations and regwrernents, to p nailing, latera w eb
1.1�, r.��Yy 11
�racing, ble and truss upon spa . Tru Engrdless inof ee ring Co racing (as rporatfiion spec strctly adheres to the 'Standard Responsibilities in the De sign of Metal P'atz Connected Wood 1 russe s a defined by TPI Chapters /A. 4
r' (availa rue a ny job specic ifications unless clearly defined otherwise in wri t) ng by TEC.
..lob Number: - - -
lThis placement plan is Truss Engineering Cnrporation's!M "ERPNFTAT . The building owner /ow ner for s ogen[ TE
is sciely responsible for verify ng all !Quote Number 01206161
pimensions, geometry, loads and quirements for ac and f ull of com plans and drawings as supplied to us ante to construction documents a nd l l be r notifying C immediately of any
(discrepancies. The building owner /ow n agent is responsible for cocrd a.∎ng a!, ; . fc decants between trades. Truss Engineering v„rr osaticn 10: =esp^ gib e for field Drawn By Briaft T @V2ault
�4erifico of i tonditions. No trusses supp +led by Trv__ .�g,c =e ..e.gorattan fl be cut, drilled, sha or altered espon in any way wi;he;.t t c TEC and receiving Job Name: GR QUILL /ARTS AND
gngineer a documents dim nsions oe allowing r spec such. CRAFTS
�Uobsite:EMERSON EG WAY
I NORTHAMPTON MA j
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nA1 o o This non - structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering n Corporation (TEC) No responsibility is take or
o l,
m Z i 1 Z implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The truss installer shall follow all
t O m' 3 m Z 3,BCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be applied anent
I 71 ," M, m 1 m [bac n as reg fired by the con documents). l nst llation a
contctor shall refer to the individual truss shop d awi fo all st qui ntts truss s,
F 2 12 > T1 oil S I a9 ' including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering Corporation strictly adheres to(
dm I D g +n 1 -fl D the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific
7o I v D m SI it o 'Ispecifications unless c early defined otherwise in writing by TEC.
,° { r1°i rn
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!This placement plan is Truss Engineering Corporatipn'sINTERPR£TAON of plans and drawings as supplied to us. The building owner/owner's agent is solely responsible
p (For verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC,
1111111, -i ',immediately of any discrepancies. The building owner /owner's agent is responsible for coordinating all construction details between trades. Truss Engineering
,.
D', !Corporation isNOT responsible for field verification of dimensions or special ccnditlons. No trusses supplied by Truss Engineering Corporation may be cut, drilled or
2 Z p� altered in any way without first contacting TEC and receiving engineering documents allowing such.
CONTRACTOR QUOTE PRINTED ON: 06 /20/12 PAGE 1
QUOTE # Q1206161
.4■. DATE QUOTED:06 /20/12
EN G IN E E RI NG 181 GOODWIN ST VALID UNTIL: 07/18/12
CORPORATION PO BOX 51027 Job: GREG QUILL / ARTS AND CRAFTS
raor ∎∎ ■∎raarA INDIAN ORCHARD, MA 01151
MANUFACTURERS OF ROOF & FLOOR TRUSSES EMERSON WAY
Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA
Quote To:r.k. Miles, Inc. Requested By: DOUG HODGINS
24 West St.
West Hatfield, MA 01088 Quoted By: Brian Tetreault
Attn: DOUG HODGINS
Phone: (413) 247 -8300
INCR.
LOADING TOLL TCDL -BOLL BCDL I STRESNCR.
ROOF TRUSSES INFORMATION 50.0,10.0,0.0,10.0 SS ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUTBRT 06/20/12
PROFILE _QTY PITCH TYPE BASE O/A LUMBER OVRHG / CANT SHIPPING UNIT I
1_ S Truss 1
1 1 111
A i 2 Ply! 8.0 0 1 ' 0.00 8 G1 16 -08 00 16 0 00 2 X 2 X s 06 -09-05 WEIGHT'
PLY TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT
I y � • I
e - 2 Ply I 8 00 0.00 Common Truss 10 -06 08 10-06-08 12 X 4 2 X 6I 04 -07 -03 56
1 4 I Monopitch I 01 -0.0 -001
03-09-00 35
16 4.00 0.00
Common Truss . 08-00-00 08 -00-00 2 X 4 2 X 41 07 -01 -00 82
01-00-00 01-00-00
} I
✓' . � 1 1 � 8.00 0.001_ Ti 18 -00-00 18 -00-00 2 X 42 X I _ _
Common Truss 1 101 - 00-00 01 00-00
1 n I 07 -01 -00 86
2X42X4
` 3 8 00 0.00 Common Truss 1 15 0308 15 0308 ,2 X 4, 2 X 4 � 01 -10-12 01 -10-12
07 -0302 80
1
8.00 0.001 1
li GABLE I 1 01 10-12 01 -10-12
l 07- 03-02 106
,
O� .s. 1 I2 X 4' 2 X 41 01 -00-00 101 -00-00
06-09-05 78
8 00 0.00 T2SGE 1`x0308 1`x0308
Common Truss 1
r-__ -_,1 -- 5 8.001 000 T3 17 -01 -00 17 -01 -00 I i01 -00 00 2 X 4 2 X 4 ,
Common Truss 01 -00 -00 I ' ;
.1.11111111.. ! Special y 06 -09-05 78
1 8.00 0.00 G Truss 17 -01 -00 17-01-00'2 1 2 X 4 2 X 4 1 ` 01 -00-00 I , OS- 1 I 141
8 1 8.00 0.00 T4 29 -09 -00 1 29 -09-00 12 X 4} 1
2 X 41 10 1
tlt h. 1 8.00 0.00 S�T4GE Truss { 29 -09 29 -09-00 2 X 61 2 X 4 01 -00 -00 f
r. r1t l 10 -08 -11 165
. 1 8.00 0.001 S P T4GEA Truss 29 -02 -12 { 29 -02 -12 2 X 6, 2 X 4 101-00-001 II I 10-08-11 164
�aItrn I j
8 8.00 0.00 T5 29 -02 -12 29 -02 -12 I2 X 4 2 X 4 :: 1 405 168
I Common Truss 1 01 -00- 00 1
1 12 -0
01 -00- 001 0407 -03 35
a « r 1 8.00 0.001 Common Truss 10-06-08 10-06-08 2 X 4} 2 X 41 01 -00 00 01-00-00 i 44
04-07-03
01-00-00
, Special Truss I 1' .. r 1 8.00 0.00 T6GE 10-06-08 10-06-08 2 X 4 1 2 X 4 I
Special Truss 1 31 -09 00 31-09-00 2 X 4 2 X 41 10-08-11 161
z,almi II 01-00-00 I
2 8.00 � 0.00 T7A 31 -09-00 31 -09-00 12 X 4 2 X 4 160
zz 2 8.001 O.00I Special T7B Truss 31 -09-00 131 -09-00 �2 X 4I 2 X 4 01 -00-00 I 10-08-11 160
I GABLE I 0411 -06 43
` 1 1 8 001 0.001 V1 I _. { _ 1
1 8.00' O.00I Valley V2 Truss 10 -10-03 I ' 10 -10-03 .2 X 4I 2 X 4 I 03 -07 -06 29
• " Valley Truss
. 1 8.001 0.00 V3 06- 10-03 II 06 -10-03 12 X 41 2 X 4 02-03-06 17
Valley Truss
00-11-06 5
— 1 1 8.001 0.001 V4 02 -10-03 1 02 -10-03 12 X 4!2 X 4, I
ITEMS
QTY I ITEM I CATEGORY I LENGTH INOTES I
COVUw%%K RIDE vrNT
30 YR ARCH SWNGLES
fq� y 5y��
001 MANE NOT TRUSS NOTE. `' 3 m 5 3 n
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E
L 2 %4 ALL wYM AN I / ' NR SPECiFlGiNINS A5 ,010 mCLUOnIG jf j� $� E5 j�
SPACE BETWEEN 4 GE FEOII ANY AST NER5 12 {[[[! y {[{ 5 {[ t
ROOF TRUSSES 0 t60.C. 1 : 'N a OULMUULIU
- lippiP
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TRUS` "D" %
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RNSED HEEL AT
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PRO1ECrpNS SHILL BE
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Windows, Doors & Skylights
U -Value SHGC
Windows 22 25
Glass Doors -�
Skylights
Solid Doors N/A
Heating System
Primary Fuel ® Natural Gas ❑ Propane ❑ Electric ❑Fuel Oil ❑ Other:
Equipment Type ❑ Furnace ❑ Boiler ❑ Heat Pump ❑Other:
Manufacturer Model #
Cooling System None❑
Cooling Capacity Efficiency (SEER) .
(tons) TBD
Manufacturer Model #
AHRI Reference # Coolant Control ❑ TXV ❑ EXV ❑ None
Ductwork NoneL
Location ❑ Unconditioned Basement ❑ Attic ❑ Garage ❑ Exterior Walls
(check all that apply) ❑ Conditioned Basement ❑ Interior Walls
Insulation ❑ R8 fiberglass ❑ R6 fiberglass ❑ R4 reflectix
Hot Water Heater
Primary Fuel L Natural Gas ❑ Propane ❑Electric ❑ Fuel Oil ❑Other:
Equipment Type ® Instantaneous ❑ Indirect Storage ❑Stand Alone Tank ❑ Heat Pump
Manufacturer BAXI LUNA Model # HT380
Ventilation
Type of System D Exhaust -only Fan ® HRV DERV
t!N 0E .9
'0'O17Z 33H .06 SSt1211.
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