23D-110 SIMPSON LCC ALLOWABLE HOLE LOCATIONS FOR IB JOISTS DESIGNER'S NOTE: PLOT KEY:
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��' E t E a , t This drawing is an interpretation
TYPICAL DETAIL - . I
1 E 1 • I R AT PARALLEL WALLS
® - 1 ®eoO N e W ®® booed on th construction documents ESTIMATED #
O "`•"' "^ "" provided [0 7D Wholesale. It was G j oi 5 [
to ----,•--- ,._..•- ` `•, 0, ..e. w. w-.... !B �- .. « ' ^ -..,,. - -- ' m I ��q��� e5 c flus b eam SHEETS OF - j ,
i _ ,. �„ i - +.p:.i�• - I - q j i pj ii o i dloed vrith th i h ! ( I ,mot -"�H, n � ! Imo- -� � D ` f ��� „n � � �---� I I .v - °'� l f l � .e ' � egd wodcm t � W j . ... ", , ° I' "� ptAlll' '°' - ei ...oar r ,,. � PURPOSES ONLY ��
red Um load bearing wall above AND DOES NOT 0
STR starter joi (_
wro 4..°. " - � u.... - ® • ® ® ®� ®® ® ® ® ® ®® and materials should be verified by oaeang spull - �,�' ,,,;, I RECOMMENDED • ".- ® ® ® ®�®® � ®®a®®® the contractor prior to construction LAYOUT AS.. s ONE PIECE w. 1.11.0 1000- INCLUDE A WASTE U
r t t. - CAP FOR ALL — -- MEM •- ® ® ® ® ®m ® ®® to ensure that they match the actual RI ..,. E ar.'.n.fun u..... a X point load above FACTOR.
STEEL COLUMNS PLEASE CONTACT A 7 -D FOR ANY ADDmONAL INFORMATION field conditions. Fxx i joist blocking On
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7D 18614JP0 a
1 SECOND FLOOR DECK
VHI /'✓HAN PROUD DISTRIBUTOR OF
Joist Materials
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, , : i 4 41, 2. ' 16 . NOTE J1 14 IB 600 9 1/2" 16' 0"
7D CAN NOT VERIFY THE STRENGTH
'� "'^1`` - OF MEMBERS IN EXISTING BASEMENT J2 11 v v 14' O"
I - BELOW. PLEASE CONSULT A STRUCTURAL J3 20 v v 12' 0" Ai
<2."....N. ENGINEER FOR APPROVAL J4 2 v V 4'O"
G1 5 2:0 RigidLam LVL 1.3/4 x 9-1/2 14' 0" _ �e e ` ,
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t J.L J,L a L �tL.L L - Blocking Materials
r �r 1r -1r 1 N, r 1 1 "._. - 1 ' 1r Job ID #:7D 18614JP0
~� T ype Qt Produc Length Job Name: Valley Home Improvement
N • : Chang Residence
G3 3 DOC (R /L) IB 600 9 1/2" 16' 0"
t7 H2 DEEPER THAN JOISTS
Connector List - - --
,\.--1/4 ID# Qty Model Standard Loads
! 7� H1 1 HU9 1ST AND 2ND FLOOR:
� H2 25 IT52.56/9.
JJ
H1 LS, < 16 ' , Live Load: 40 psf.
Dead Load: 15 psf
Total Load: 55 psf
Gz z \ \ icon Dura • increase: 100%
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H2 \ —*• " ' Live Load: 30 psf.
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Dead / . ,
Load: psf
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Total Load: 40 psf
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6 ,._„ —t -_ =_ I = = �.cy Duration Increase: 100%
LV L k . ,,( 4 I5 Deflection Criteria:
Joists: L/480 Live L/240 Total
I I Beams: L/360 Live L /240 Total
Date: 10/02/12 Time: 05:28 PM
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340 Riverside Drive, PO Box 60621, Northampton, MA 01062 '
Office Phone 413.584.1522 Fax 413.585.0820 ■
SCALE: DATE:
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DRAVIN BY: I.GOMILLION 1 /4" =1 10.04.12
, Find us on the web at : www.ValleyHelmprovement.com
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NOTE:
• OAK WOOD FLOORING THROUGHOUT ALL OF 2ND FLOOR
EXCEPT IN BATHROOM.
2ND FLOOR BATHROOM VINYL, MARMOLEUM OR TILE TBD.
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Valley Home Improvement , Inc. the GHANG RESIDENCE
I Ni) 340 Riverside Drive, PO Box 60621, Northampton, MA 01062
l SCALE: DATE:
1 Once Phone 413.584.1522 Fax 413.585.0820 1
1 _ Find us on the web at : www.ValleyHomelmprovement.com
DRAWN BY: I.GOMILLION 1 /4" = 1' -0" 10.04 12
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PROPOSED ADD -A -LEVEL HOME REMODE
23. Dryer duct maximum equivalent length is 25' or per manufacturer's specs. 780 CMR M1502.4.4.1, no
screwed connections.
24. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4
25. 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
26. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302.
27. Ignition barriers in place before final. 780 CMR R316.
28. 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
29. 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.
30. 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.
31. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
32. 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.
33. Smoke and CO detectors as required. 780 CMR R314 and R315.
34. Closets beneath stair which have doors must be drywalled with %2 " . 780 CMR R302.7
35. 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. 780 CMR R807
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 @northamptonma.gov
Thank you for your cooperation n these matters.
(Chtfc‘lill r
City of Northampton
Assistant Commissioner and Zoning Enforcement
9. 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.
10. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1 / 3rd 780 CMR
R802.3.1
11. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
12. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
13. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I -joist and or Floor Truss
c. Roof truss
14. 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.
b. All corners must be appropriately attached to the foundation.
15. 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
16. 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
17. 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
18. 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 and 5.7 sqft, Casements 20 "x41" exceptions - DH 3.3 sqft min,
window size 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 %" from
the top of the threshold and only in- swinging doors. 780 CMR R311.3
19. 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.
20. 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.
21. 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%2" 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.
22. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3
City of Northampton
Massachusetts
Y
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building `1
- Northampton, MA 01060
INSPECTOR
Valley Home Improvement October 16, 2012
PO Box 60627
Florence, MA 01062
Subject Location: 193 Federal Street
Map Block: 23D - 110
Mr. Silverman,
Your plans last dated 5 -7 -12 have been approved as noted and per memo.
Please follow up on the following items:
1. Northampton is a stretch energy code community.
a. Any air permeable insulation must be in a sealed cavity, accentually air tight from both
sides. The exterior portion is required to be accomplished before rough inspection.
b. All penetration in the ceiling must be sealed before attic insulation is installed; an air sealing
inspection is required.
c. Window must be Energy Star.
d. Insulation must be meet current standards, R -38 ceilings, R -20 walls, R -30 floors typical.
2. Because of the addition of a bedroom the entire house must be in conformance with the current
building codes as they apply to heat, smoke, and carbon monoxide detectors with hard wired or
approved wireless devices. A fire inspection is required before the building final inspection.
3. Stamped truss, I- joist, and LVLs drawings are required before rough inspection.
4. A tempered window may be required over the tub.
5. Appropriate bearing must be provided under all point Toads, 2000 lbs. per sqft bearing allowed.
6. Verification the original fiberboard sheathing is structural grade and meets braced wall
requirements with the new second floor.
7. The kitchen floor joist may need to be reinforced to support the additional cabinet and stone
counter loads.
8. The attic access shown would be cutting truss so it will have to be fit within the truss.
9. Please review the items below as some may apply to this project.
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 intended to be comprehensive, nor is it 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 1
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
1
Job:(398159) /CHANG / G -1 GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. cs
Top chord 2x4 SPF(S) 52 All plates are 2X4 except as noted.
Bat chord 2x4 F(S) a2 m
Webe 2x4 SP SPF Stull 90 mph wind, 15 00 k mean ngt, ASCE 7 -05, CLOSED bldg, Laca[etl anywf,ere in roof. CAT 11, E5(P El, wind TC Ca - =4.2 psf, wino BC OL -S 0 y.
MAx CSI: TC = 0.17. BC = 0 05. WEBS = 0.00. pd o
N6nd reactions based on MV.FRS pressures.
Olaf overhang supports 2.00 psf soffit load.
Gable end supports 9' max rake overhang.
See D.'v0 S A10015050 tog, GBLLEDN0109, & GABRST050109 for more requirements.
M structural anels o Id g purdns
Truss passed check for 20 psf additional 500008 chord lye load In areas with 42' -high x 24' -wide clearance, In li CHORD SPApCINO(Ir N ri 0C) ceilin STA RT(FT) BND(FT)
BC 120 0.00 2787
Bottom chord checked for 10.00 psf non-concurrent bottom chord live toad applied per IRG08 section 3018.
Deflection meets (1240 live and IJI 80 total load.
Truss designed for unbalanced snow load based on Pg=40.00 psf. Cent .10. Cent.00, CAT II & P813080 psf.
Plates sized for a minimum of 2.40 sq.1nlpleca.
Fasten rated 5hea10i15 to one face of Ihis Ireme.
13'10" - 13'10" ,
=4X4
12 , • - i 6 g 5X6 k1
ma
is io I*
C0
• 01
. s8
0
I-.
1 ! •
- .lki 1 __4,10' c ° , -
rt-
27,8„ =5X6
14' - - 13'8" -
R =130p1f RL =8 / -8plf W =14'
(Rigid Surface) R= 118pIf U =100pif W= 13'8"
(Rigid Surface)
co
N
DESC. = G -1 GABLE SEQ = 635389
FLT. TYP: WAVE aESONt %GhIRC>oda'rf>t.20 QTY= 2 TOTAL= 2 REV. 10.03.08.1118.16 SCALE = 0.1875 __ ..— �" This is a preliminary drawing that can be used TC LL 30.8psf REF o
only for trusses fabricated by S.R. Sloan,lnc. .0 un
It represents loading, span and pitch. TC DL 7.Opsf DATE oe 2e -2o12 0
LOAN INC S.R. Sloan,inc. reserves the right to adjust BC DL 1 0.Opsf DRWG
S. R.. materials and design at the time of production. BC LL 0.0psf 1rw :d
ROOF & FLOOR TRUSSES CUSTOM STAIRS 8 STAIR PARTS • T structural n be o
coomm promisee d. Sealed drawings will be TOT. LD. 47.8psf O/A LEN. 270800
WHITESBORO, NY • ORWIGSBURG, PA furnished upon request. DUR.FAC. 1.15 JOB #: 398159 h
61,1 Nalsay Rot PO 801(5E0 1 - 9063'67592
W4adibdr4 NY174Y! Naw504508,NYIyUy 00.4:11Dpsi.nU1 SPACING 24.0" TYPE GABL i°
PDF created with pdfFactory Pro trial version www.pdffactory.com
Job:(398159) /CHANG / T -1A ATTIC 14" HEEL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OMENSIONS)SUBMITTED BY TRUSS MFR. o
Top chord 24t6 SP #1 60 mph wind. 15.00 It mean hgt. ASCE 7 -05, CLOSED bldg. Located anywhere in roof. CAT II, EXP B. wind TC OL =4.2 psi. wind BC OL =5.0
Bot chord 2a6 SP #1 :132 2x4 SPF($) #2: pd.
Webs 2x4 SPF Stud g'
:U Slider 2•8 SP al: BLOCK LENGTH = 1.500' \Mnd reactions bused on M V FRS pressures.
:Rt Slider NO SP 11: BLOCK LENGTH a 1.500'
Root overhang supports 2 .00 psi soffit boa d.
MAX CSI: TC = 0.88.8C = 0.88, V1£BS c 0.38.
Calculated horizontal defleaion is 0.14 due to five load and 0.13 due to dead load.
In lieu ot structural panels or rigid ceiling use audins:
CHORD SPACING(IN OC) START(FT) ENO(FT) Bottom chord checked for 10.00 psi non - concurrent bottom chord five load applied per IRC.08 section 301.5.
BC 120 0.00 14.00
8C 120 11.80 15,87 Collar -tie braced with continuous lateral bradng at 24 OC. or rigid ceiling.
BC 120 14.00 27.67
BC stoic room floor loading: LL = 30.00 pet, DL = 10.00 psf: from 8 - 10.0 to 18.10 -0.
Live Wads applied in combination per ASCE 7 sec. 2.4,1 use 0.75 factor for multiple live loads.
Truss designed for sleeping room on te. No waterbeds 580040 Fromm ed. Proe Information to convector. architect. and 5105 ow to owner. Trusses oe
Deflection meets U240 We and L/180 total load. visibly Stanped to indicate 30.00 psf MAX LL,
Plates sized tor a minimum of 2.40 sq.ioJpiece. Twos designed for unbalanced snow load based on Pg =40.00 psf. Ct =1.10, Cost .00. CAT 118 P0=30.80 psf.
13'10" -- 1310" -
4X4
63X6 =3X6
12
6 1113X6 1113X6 � 6' � ,, H
a
84X6 4X6
m 2X4 2X4 So co ° r--•
io h-
1113X12( 3X4 10' a 3X4 3) 03.
1 = 3 X 4 (E I �
nu
riu
1 / n �r 1 0' o
= 4X4 a H0508 =4X4 r
27.8" e.
- - - 11'7 "5 0- - -r ~
w - 11'7 "5 ` -
• 8'10" 10' - 810" I
• 810 - 10 + 810 "
40#
46#
R =1641# U =1# RL= 110/ -110# W =5 "8 R =1641# U =1# W =5 "8
(Rigid Surface) (Rigid Surface)
ora
- DESC. = T -1A ATTIC 14" HEEL SEQ = 635384 v
PLT. TYP -WAVE OoSIONCRR .INO200erre47002 QTY= 7 TOTAL = 7 REV. 10.03.08.1118.16 SCALE = 0.1875 I _,
This is a preliminary drawing that can be used TC LL 30.8psf REF
only for trusses fabricated by S.R. Sloan,lnc. TC DL 7.Opsf DATE os 28 -2072 0 t3
S LOA It represents loading, span and pitch. B DL
S.R. Sloan,inc. reserves the right to adjust 10.Opsf DRWG ,
S. • I N C materials an design at the time of production. BC LL O.ppsf ww _
ROOF & FLOOR TRUSSES CUSTOM STAIRS & STAIR PARTS The structural omis. will in t be TOT. LD. 47.8 psf O/A LEN. 270800
compromised. Sealed drawings will be p -
WHITESBORO, NY - ORWIGSBURG, PA furnished upon request. DUR.FAC. 1.15 JOB #: 398159 o
r-+,
8111 N8IE6YRd P080oOOO 7.81213 68 7 5 6 2 ATIC
Vmtlaabero Nr 124YG New Manrarg NT 13413 rag310rls04/4u SPACING 24.0" TYPE '°
PDF created with pdfFactory Pro trial version www.pdffactory.com
•
Job:(398159) /CHANG / T -1 COMMON 14" HEEL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR. o
Top chord 2x4 SPF(S) 16601.1 .56 90 mph vend. 15.00 h mean ngt, ASCE 7 -05. CLOSED bldg. Located anywhere in roof. CAT 9. EXP 8. w.nd TC OL=4.2 psi, wind BC OU5.0
Bct chard 2x4 SPF((S) 165041.5E Pd. Wells 2;4 SPF $tutl :W2, Vv1, W5, W7 7x4 9PF(S) a2; wind reactions based on M WARS pressures.
MAX CSI: TC a 0.80. BC .0 88. WEBS = 0.75. o
• Roof overhang supports 2.00 pd soffit load.
(a) Continuous lateral bracing equally spaced on member.
In lieu of structural panels or rigid ceiling use purlins.
Truss passed check for 20 psi additional bottom chord Inc load in areas with 42 -high x 24• -wide clearance. CHORD SPACING(IN OC) START(FT) END(FT)
BC 120 0.00 27.07
Buxom chard checked for 10.00 psf non- cortcunent bottom chard live load applied per IRC-06 section 201.5,
Deflection meets U2401He and U160 total loop.
Truss designed for unbalanced snow load based on Pg150.00 psf. Ct =1.10. Ce =1.00, 047118 Pf =30.82 psi. Flares sired for a minimum of 2.40 a / ie ca.
9i^ P
•.. 1310" 1310" •
= 4X6
1
12 "
H
V a
6 03X4 3X4 ,- ----- \
\ W
H
cs
ge
t 1112X %14111,,„....44.....44.041, 1112X4 0
ea
1 r-
4 =' I 08 =3X4 X10' rr
III5X6(R) 278" 115X6(R)
27'8" -
~
R =1427# RL= 109/ -109# W =5 "8 R =1427# W =5 "8
(Rigid Surface) (Rigid Surface)
sn
N
co
DESC. = T -1 COMMON 14" HEEL SEQ = 635380 ti
PLT. TYP -WAVE oE610N CRT•IRC20C6TP,2002 ITIRT• aY,(asy VI QTY= 8 TOTAL= 8 REV. 10.03.08.1118.16 SCA_L_E_ =0.1875 .--- F,
This is a preliminary drawing that can be used TC LL 30.8psf REF o
only for trusses fabricated by .R. Sloan,Inc. TC DL 7.0psf DATE 08-28 -2012 "
S . )t represents s, span and pitch. BC DL 10.Opsf DRWG S.R. Sloan,lnc. c. reeseeves the right to adjust , materials and design at the time of production. BC LL O.Opsf WW
ROOF 8 FLOOR TRUSSES CUSTOM STAIRS 8 STAIR PARTS
The structural Integrity r al ings TOT. LD. 4 7.8psf O /A LEN. 2 70800 ti
compromised. Sealed dr will be ,
WHITESBORO, NY - ORWIGSBURG, PA fumished u on request. °
P QU DUR.FAC. 1.15 JOB #: 398159 , r ,
9111 Hclfay :,;11:54w P[) 1.80036'0.7562
wnnaseoro New H00tto a NY 1341y rag91by:1Grra0 SPACING 24.0" TYPE COMN ...
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Valle Home Improvement, Inc.
N
P.O. BOX 60627, NORTHAMPTON, MA 01062
413 -584 -7522
FAX 413 -385 -0820
DESIGN / BUILD
ADDITIONS • RENOVATIONS
Permit Application for :
Tom & Amy Chang
193 Federal Street
Florence
413.588.1487
October 5, 2012
Dear Chuck,
Here is the Project Overview:
This project will add approx. 900 SF by building a 2 story to the existing ranch . The current house has 1124 SF of
living space. Four additional bedrooms and 1 full bath will comprise the 2 story, for a total of 6 bedrooms and 2 full
baths. Additionally, the kitchen and living room will be remodeled and opened up to each other. A new 10' x 24' rear
deck is proposed. And the entire house will be sided in fiber cement siding after having air sealing and dense packed
cellulose added throughout. A high performance energy envelope (R60 in ceiling, triple paned R5 vinyl windows) is
planned.
• No change to the current footprint.
• We will surpass the Stretch Code Requirements for the energy envelope; A pre- construction and post -
insulation Blower door test will be used to quantify our efforts.
• Engineered Trusses will be used for the roof system
• Engineered I joists for the new 2" Story floor system. Structural rim joist is planned to span 15t floor window and
door openings, as we can't determine existing header sizes yet.
• Interior point loads will have 4" steel lally columns (6) to replace existing adjustable lally's.
• Stamped plans for floor system will be provided prior to framing inspection
• While Not shown on plans, once we strip the house's siding, we will inspect existing 1st floor rim joist under
doorways and upgraded to structural rim joists where necessary.
,o,
Steven Silverman
Valley Home Improvement, Inc.
• a owt oiii ilea . �" 3, a.../ Ist ` '" '°
Office of Consumer Affairs and I u ine:ss Re ulation
ttt r
10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 131945
Type. Individual
Expiration: 10/13/20012 Trt# 20459C
STEVEN A, SILVERMAN
STEVEN SILVERMAN
268 FOMER RCS.
SOUTHAMPTON, MA 01073
Update ate , \ddress and return c trd. Mark reason for change.
Address Renewal Ernployrnent 1 o t Ciird
9.7";‘..o Ko nvwor //,4 1 " /4 :qe, &sad
Office of Consumer Affatlr> l dsineas 12 egulatiun Lieensc or registration valid for intliwidur use only
r x
HOME IMPROVEMENT CONTRACTOR CONTRACTOR hrfore the expiration date. If found return to
, =
, ,4 , 47 : - . 1 ) :1. Registration: 131945 Type: Office of Consumer Affairs and Business Regulation
a 10 Park Plaza - Suite 51 i0
� &3 Expiration: 10113/2012 tf�riduat
Boston, MA 03.116
STEVEN A SILVERMAN N:
STEVEN SILVER;itAtf
268 FOMER RD, v r,...._.
SOUTHAMPTON, MA 01073 t;eaticrtecretare Not valid without sign,ata r•
4 ;t AxttbkiNg ^t _ 1)4 :11att°ttlt nt €af' Pttbfit-'+ +tt'e
Board ="gf f3 s sltlirs tea >ttolltatms. anti 4+l rnd3vkls
ronstr ;cl or Sor>ervi5or u : arts
tLtcen54,t; CS 77279
R trricted:1tat CC
•
STEVEN A SILVERMAN
268 PER RD
SOUTHAMPTON, MA 01C73
w. E ng° 6/21/2014
t a =atataai�*horax s
Tex: 26868
0 40tiAMP2, 4.14...-- ,,,
4 ‘!.t. e qui, ref Nartflantp un ► * =_
A j v... 6j� glassa is _ _ _
•� 1 �I t _
W ' _ '= DEPARTMENT OP BUILDING INSPECTIONS , _°!_i=
212 Main Street • Municipal Building ' .
. Northampton, Mass. 01060 �~ INI s"
WORKER'S COMPENSATION INSURANCE AFFIDAVIT
I, 4/2 4-504f Ski /G�%LL_Tr !/ ' , p2tL L- 7 /x /2 -ai," I; L
(llcense&permittee)
with a principal place of business/residence at: .
3 `fo /0 /'4S / es i)/1_i/ "?d (phone #) 58 e/ - 7"ZZ
(street /cit to rip) D /ud 0
do hereby certify, under the pains and penalties of perjury, that:
(X) 1 am an employer providing the following worker's compensation coverage for my
employees working on this job:
•
Acadia Insurance Company WCA5029908 2/1/2013"
(Insurance Company) (Policy Number) (Expiration Date)
( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired
. the contractors listed below who have the following worker's compensation policies: -
(Name of Contractor) (Insurance Company/Policy Number) (Expiration Date)
(Name of Contractor) (Insurance Company/Policy Number) (Expiration Date)
(Name of Contractor) (Insurance Company/Policy Number) (Expiration Date)
(Naive of Contractor) (Insurance Company/Policy Number) - (Expiration Date)
(attach additional sheet if necessary to include information pertaining to all contractors)
( ) 1 am a sole proprietor and have no one working for me.
( ) 1 am a home owner performing all the work myself
NOTE please be aware that while homeowners who employ persons to do maintenance, con:am:dm or repair work on a dwelling of
not more than three units in which ttne homeowner resides or on the grounds appurtenant thereto are not generally considered to be
employers wader the worker's corms:m ation Act (GL152,ss 1(5)), application by a homeowner for a license or permit may evidence the
legal status of an employer under the Wodcec'a Compensation Act
I understand that a copy of this ctsirmrni may be forwarded to the Department of Industrial Aaadeats' Office of Insursmce for the
coverage verification and that failure to secure coverage under section 25A of MQL 152 can lead to the imposition of criminal penalties
consisting of a fox of up to 51,500.00 andlor imptisonmesst of up to one year sled civil penalties in the form of a Stop Work Order and a
funs of 5100.04 a day against tae.
Signed this . ® 57 1— day of / 20/ca, For departmental use oily
Permit Number
1 1 • ,/j . 2 ' / 41-4' M Lot #
Signature of L -- • ermittee
1 SECTION 8 - CONSTRUCTION SERVICES
.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder : SteVei_ Silverman_..__ 077279
License Number
268 ,•me Ro - „ .• 4-11• •., MA 01073 6/21/1'f
Addre i / ! 4 Expiration Date
it /I
584 -7522
Signat �V Telephone
9. Registered Home im Contractor: Not Applicable ❑
Steven Silverm 131945
Company Name Registration Number
268 Fomer Road _ _ 10/.13 /0
Address Expiration Date
Southampton, MA 01073 Telephone 584 - 522
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 X 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 forn 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
Northatnpton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Ilomeowner Signature
ccitON .
5 DESCRIPTION? OF PROPOSED WORK (check all 0„p.pritl
c.IiS)
............._ ...,_ .
NewHce!.e *Z. Addition Lli./ 1 Replacement Window!. A.teration(L) E I Roofing I
Of Doors :
Accessory Bldg. Ll Demolitio' :if New Signs ' ) Decks ' ) Siding 't./r Other .
;' I "r.; r .otc: `,Ir..,.., ")... 0. 5 A b itio ; K
,..,..,::,:::,:,: ,,,,,,,,.., :„,::::- m Y.:-. \ir . 'i pp, ef"ri: . 14 .- 1'r:(:"'
i
:"'t. L ", r.
7 1:--1 t Po
6a If New house and or addition to existing housing. complete the following:
r.i : C ' E :- .:-All '2; t.-• 7, ..,:., r.11 C:
l ,..;* f C.:. F 1 6. - ,w - 1., ir t (e . 's - `t,.t.i.;" f,, :-.:- t t'' ' CC; "st F 2--
k ' t.., :: i..1...11,:t , Ato
i 4
J r 'i;):. :1;0.,„..% , I . '"'" t .7.k, H:- . i':.'!",, ,,, ..1; I ., I
..,,,,,,,,_:,, 7---
' . '." 0....r ..: 3 u' 'Icot -ii:: 11.5 t--12 -( 4f - v •. ) & r "- - ' I` tl: 0:,tr.) 'I WCV. t0`.".:` NW 1.:,-.
p
E r C:r rc. ;;;:yr ii WLL:fc2c,-. Eric-6.y Ctrl alt:e .....:0r :tz,ct
Vq0 fo\e,-2--
- -.• 1 (7.(;",iT it(
. ,,..,....,:•,...tr,.;..b, ., .,.., ri, . 1..y..; 't :A At ...-JK.:, *: P,":"Z. / N.. is r,z.osti..1: _ph v. 1 100 yi lt::Ip1,1,.,i Y,
t
4
t--1::1: 1 Lbrir twine/ '1'v...tit-L.. ..").ir.E....- ....,
! 1
Its ir:1 oc f ',"r - 71 ti. '..,It. 14111 :I'd . p, vl. :7.? ,./_ _
Sk3:11c: - e . t1:, ____ C.: :y ..it,:waZ "/ i't v;:1: lAel ',.; 1 y ,.... a tfyi .7.; 0 `)/ y V
I
I SECTION 7a • OWNER AUTliORIZATION - TO BE COMPLETED WHEI■I
I OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
, as 3v.: ct t -:: Lut...q:Ct Pt:
S teyen. Si lveryaan, Valley Home Improvement, Inc .
t:,.....H ' Irj 1 's lei It '‘, .(I:: ...t• 0.. it/ ,,,,, I ... ,tt;t11( :,,r, 1 w5, L..1 .:,; 4 , , ir",
I
ateyen sii3texman, Valley_Horae—lragromentent,_Inc_. ..r. ;;.0% A1
`,1 ir2c..7 ".,' IC t l 7. -. " . ....".3terrIc•I':, :ric 1-1,A---io, :..; cr. ow fbr,Ar ; ..,;;If 1 : .1{; °,• Uri
fir tH ir.'f
.....■1: f: d .... :1 7.:Ii.'; , :t: ir•J ;::.
Steven Si erman_ i
, z
_
Section 4.
ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE
DENIED DUE TO LACK OF INFORMATION
Existing Proposed q by nin
This Re column uired to be Zo filled g
in by
2 27,.52 Z LL Building Departm
Lot Size s / � , j 7 't
0 Z 7 ` /
Frontage �/ /� '� 5
Setbacks Front Z ,
Side /S L: R: L: y 1 R: 3
Rear 2_0 41
—
Building Height f ,- 2-0
I
Bldg. Square Footage iv-
/0/5
o•7 S
Open Space Footage
(Lot area minus bldg &- paved 4 4' l J y y
F /5ri r 1 c1 51 -(5
# of Parking Spaces s�r�tt= .J ,m S A "4
Fill:
(volume & Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO DON'T KNOW ✓' YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW ci YES
IF YES: enter Book Page and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO / DON'T KNOW
YES -
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained , Date Issued:
C. Do any signs exist on the property? YES NO ✓
IF YES, describe size, type and location:
D. Are there arty proposed changes to or additions of signs intended for the property ?YES
No
IF YES, describe size, type and location:
Department use only
City of Northampton Status of PePhiit:
Building Department Curb Cut /Driveway Permit
212 Main Street Sewer /Septic Availability
Room 100 Wtl- /Well Availability
Northampton, MA 01060 Two `Sets of rUcturaI'Plans i
phone 413 - 587.1240 Fax 413. 587 -1272 Plot /Site P t
Other i S ec
p fy4 ' :
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMO grdrit_�3 i ••••= ELLING
1
OCT -$
SECTION 1 - SITE INFORMATION
T is s';' 6, - - by office
1.1 Property Address: NORTH. AMPTO MA 07 ••c080 r1oNS
/77 c E vev -A►-. T2 EE'z" Map 2- Lot nit 0 f
rt-- 01 Zone Overlay District
Elm St. District CB District
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
AMA( - vM (.4#rJ`' (9 ircoeJLA rid!,
v /c(2
Name (Print) Current Mailing Address:
/ "'T" 1 a / tity Telephone
Signature
2.2 Authorized Agent: Ste en Silverman
Valle Home Improv -bent, Inc. P.O. Box 60627, Florence, MA 01062
Name (Pr it Current Mailing Address:
584 -7522
Signature Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building I / . 7 lf -- (a) Building Permit Fee
I
2. Electrical ) (b) Estimated Total Cost of
r o( 1 Construction from (6)
3. Plumbing G� /_ 00 Building Permit Fee
I
4. Mechanical (HVAC) Q
5
ITO
. Fire Protection `-� 4
6. Total = (1 + 2 + 3 + 4 + 5) 16 3, i(rn Check Number 30 3
/ e
This Section For Official Use Only
Building Permit Number: Date Issued:
Signature:
Building Commissioner /Inspector of Buildings Date
File # BP- 2013 -0396 N t i o 5 v
APPLICANT /CONTACT PERSON VALLEY HOME IMPROVEMENT INC •11 V �' „, .)
ADDRESS/PHONE P 0 BOX 60627 FLORENCE (413) 584 -7522 PQ�N� "
PROPERTY LOCATION 193 FEDERAL ST
MAP 23D PARCEL 110 001 ZONE URB( L00)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid 30 5 0/3 6,0?, (a6
Typeof Construction: CONSTRUCT 32 X 28 ADDITION( 4 BEDRMS,& BATH), 10 X 24 DECK, REMODEL
KITCHEN & LIVING RM,SIDING &WINDOWS
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 077279
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFOyMATION 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
D emolitipn D - ay
• /14.
Sign. re of Buildi g Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health, Conservation Commission, Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning & Development for more information.
Naos Pticr FLAN
193 FEDERAL ST BP- 2013 -0396
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 23D - 110 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- 2013 -0396
Project # JS- 2013- 000640
Est. Cost: $168100.00
Fee: $1008.60 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: VALLEY HOME IMPROVEMENT INC 077279
Lot Size(sq. ft.): 23696.64 Owner: JACKENDOFF AMY S & THOMAS H CHANG
Zoning: URB(100)/ Applicant: VALLEY HOME IMPROVEMENT INC
AT: 193 FEDERAL ST
Applicant Address: Phone: Insurance:
P 0 BOX 60627 (413) 584 -7522 Workers Compensation
FLORENCEMA01062 ISSUED ON:1 0/1 7/2012 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 32 X 28 ADDITION( 4 BEDRMS,&
BATH), 10 X 24 DECK, REMODEL KITCHEN & LIVING RM,SIDING &WINDOWS
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 10/17/2012 0:00:00 $1008.60
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner