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July 13, 2011
Tom Emerson
664 Park Hill Road
Florence, MA 01062
Subject Property:
664 Park Hill Road
Florence, MA 01062
Mr. Emerson,
The plans for the garage /studio dated 4- 26 -11, revised 7 -12 -11 are approved as noted;
1. Structure must conform to 780 CMR 8 addition 1 and 2 family building codes.
2. If the Studio is to be heated then, energy components must meet stretch energy code
requirements. (appendix 115AA) A HERS rating is not required, but the prescriptive
requirements must be followed.
3. There must be a continuous air barrier on exterior walls before fixture installation.
4. Note additional anchor bolts may be required to meet braced wall requirements plan
ahead.
5. Stairs must meet code requirements for depth, rise, and a minimum 3" tread at the
narrow end. R-7.4.2
„ 7
Charles Miller
Assistant Commissioner of Buildings
to Cif ur
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From: Truss Engineering Corporation To: JOE Page: 2/5 Date: 7/6/2011 10:10:00 AM
CONTRACTOR QUOTE PRINTED ON: 07/06 /11 PAGE 1
QUOTE # Q1107041
DATE QUOTED:07 /06/11
181 GOODWIN ST VALID UNTIL: 08/03111
ENGINEERING PO BOX 51027
Job: TOM EMERSON
°." INDIAN ORCHARD, MA 01151
MANUFACTURERS OF ROOF & FLOOR TRUSSES
Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456.0187 FLORENCE, MA
Quote To:Fleury Lumber Company
231 Main Street Requested By: JOE
Easthampton, MA 01027 Quoted By: Brian Tetreault
Attn: JOE y'
Phone: (413) 527 -2693
ROOF TRUSSES LOADING rcxhTCOtacuacOE STRESS INCR.
INFORMATION 40.0,10.0,0.0,10.0 1.15 ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVRHG / CANT SHIPPING UNI r
PLY TOP BoT TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT HEIGHT WEIGHT
GAMBREL 01 -00-00 01- 00-00
' - .- .. -. - -: t' 14 13.00 0.00 Al 16 -00-00 16 -00-00 2 X 6 2 X 1C, 09-10-14 135
Truss Engineering Corporation (TEC) strictly adheres to 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
specifications unless clearly defined otherwise In writing by TEC. SUB -TOTAL 7 CC)
This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No
responsibility is taken or 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 building ownerlowner's agent Is solely responsible for verifying all
dimensions, geometry, loads and load requirements for accuracy and full compliance to Construction documents and shall /C /
be responsible for notifying TEC Immediately of any discrepancies. Truss Engineering Corporation is NOT responsible'?
(� L
!field verification of dimensions or special conditions.
The building ownedowner's agent Is responsible for coordinating all construction details between trades. The truss
installer shall follow all BCSI recommendations, construction document specifications as well as any site specific GRAND TOTAL i f f
requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully 1
installed, including all sheathing, handers wall anchors, lateral web bracina (as shown on individual shop drawinos). and
permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss I I
shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements,
ply to ply nailing, lateral web bracing, and truss spacing.
No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting
TEC and receiving engineering documents allowing such.
* ** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER ***
Approved By: Approval Date:
PO #: Requested Delivery Date:
This fax was sent with GFI FAXmaker fax server. For more information, visit http: / /www.gfi.com
Alb Truss 'Truss lype Dy Pk FLORENCE, MA
Q1107041 Al GAMBREL ATTIC 14 1
Job Reference (optional)
Truss egneenny Cure., Indian Crrhoral, MA 011E1 7.20 s Nov 10 2010 MT eh Industries Inc. Wed Jul Dr; 00:12'37 1 11 aye 1
ID:8CH21pmbk7leoaugnOPgCX =_r82. 4 h2bJfFEfAOhPOZOGXpPKLFKMM11NsOkL3 H4KD =_qt
1 -0 4 -11 -13 6-0-0 --3 3-0-3 4-11-13 1 1- -0-0
4.00 rii 4x6 = Scale = 1:59.3
-- i 6xS1r 3 2 �5 18 19 6x9; o
1� ; ` 20 2
aw 13.00 12 21
cn
m
0 2x4 11 1 11,' 2x4 2x4 I I S '
7 f
4x6
- 4x8. s - 1 �.
G) - . :i . f0
- 4D PSF LIVE L SAD IN ROOM 8 0
- , * r; 0 , (FIELD FRAM: GABLE ENDS) `:, o
3 � v 12 r �41 •
B1 MI •
m 13 12 11 0 p
3x6 II 3x6 c_
m 10x12 = 10x12 = 0
T1
O
16 -0-0
� 16 -0-0 + as
m Plata Offsets (X,Y): (4:0.5 -3.0 -431, (50- 3 -0.Edpal• 16:0- -3,0 -4-3]. [ 11:0.3 -8.0- 7.41. (120- 3- 8.0 -7-4] N
a
6 LOADING (psi) SPACING 24-0 051 DEFL in (lac) Wei L/d PLATES GRIP W
(Ground Snowy A) Plates Increase 1.15 TC 0.49 Vert(LL) -0.18 11 -12 >999 240 MT20 197/144 N
w
Po TCDL 10A Lumber Increase 1.15 BC 0.34 Vert(TL) -0.3011 -12 >630 180
Rep Stress Inc/ YES WB 0.48 Horz(TL) 9.00 ID n/a Na
O= BCOL 10.0 ' Code RC2009/TP12007 (Monti) Attic -0.14 11 -12 1083 360 Weight: 136 b FT= 10% 0
Or
N' LUMBER N
Ft: TOP CHORD 2 X 6 SPF 1650F 15E 6)' This truss has been designed fora he bad of 20J0psf on the bottom chard M all
OCT CHORD 2 X 10 SYP DSS TOP CHORD areas where a 'octangle 3-0-0 tai by 1 - wide rill RI between the bottom chord and 4 'octangle WEBS 2 X 4 SPF Stud 'Except' 2d= 1135/0, 3 -14 =809/ 139, '14 -15= 667/158.4 - 15=610/170,
W1:2 X 4 SPF Not 5 -20= 610 /170.20 -21= -667/1118.7.21= 809/139, 7-8= 1135/9, any other members. 1
7) Ceiling dead bad (5.0 psi) on member(s).3-4, 4-6.6-7: Wall dead load (25Apsi) on O
BRACING 2.13= 2063M, 8- 10 =- 2063/0 member(s)3 -12, 7 -11 -,
TOP CHORD BOT CHORD 8) Bottom chord he load (40.0 par) and additional bottom chord deed bad (3.0 pat)
2-0-0 oc purges (6-0 -0 max.), except end verticals. and sheathed or 6-0-0 at purtins: 3-4, 11 -12 =4/581 eppied onlyto room. 11 -12 P
OCT io 6-7, WEBS CHORD 4-66= 638/32, 3- 12= 120/581, i' -11- 120 /581.2 -12= 18/1119, 9) Al bearings are assumed to be SPF No 2 . P
ID) This buss Is designed in accordance Nth the 2009 btemational Residential Code
iv-) Rigid :eking delay appled or 6-0-0 oc bracing, 8.11= 18/1119 sections 8502.11.1 and R802.10.2 and referenced standard ANSITPI 1. O
• 3 1 Brace al.1(s):5,2.8 NOTES (14) 11) Semi-rigldpt ctibreakswt hbedheels 'Memberendairlymo 0
1) Wind:ASCE 7-05; 100mph; TCDL =42pst BCDL =S,OpsI: h =258: Cat. II; Exp B: analysis and design artists truss. K
REACTIONS (b /size) enclosed; NNJFRS (luwlse) gable end zone and C-C Exterior(2) zest /, cantilever N 8 12) Design assumes 4x2 (gat orianladen) purists at oc spacing indicated. resigned to
truss TC w/ 2 -10d neon,
13 = 1720/03 -8 (min. 0-2-11) and right exposed :C-C brmembers and tortes 6 MWFRS br reactions shown: Lumber
10 = 1720/0-34 (min ,0 -2 -11) DOL =1,33 plate grip DOL =1,33 13)AWc room checked for L/360dele tlon,
Max Horz 2) TCLL:ASCE 7 -05; Pg =40:3 pal (ground snow): Pt 30.8 psf (Ial rooIsnow); 14).01 Plates 20 Gauge Unless Noted
13 = 151(LC 7) Category II; Exp B; Parl(alb Exp.; Ct=1,1 LOAD CASES)
3) Unbalanced snow loads have been considered Pot this design. Standard
FORCES (b) -Max. Comp./Max.Ten. -AI tortes 250 (Ire) or less except when shown, 4) This hues has been designed for greater of min motive load of 12.0 pal or 1.00 times
TOP CHORD bt roof load a130.8 Aston overhangs non-concurrent with other ha loads.
2-3= 1135/0, 3- 14= 809/138, 14-15=-667/158,4-15=610/170, 5) This truss has been designed br a 10.0 pot bottom chord We load nonconcurrent with
6 -20= 610 /170, 20.21= 667 /158, 7 -21= 809/139, 7- 8= 1135/0, any other he loads.
2-11=-2063/0, 6-10= 2063/0
Job I Truss TrussType ON Ply FLORENCE, MA
01107041 AIDES GAMBREL ATTIC 0 2 MIDDLE STAIR NAILER
Job Reference (opticnah
Truss fJtyinaar+n9 Corp., Ulan Orchard. MA 01'1`1 7:2.`0 s Ncv 9) 2ND MiTt;h industnes inc_ 'Ned Ju 06 00:51:57'691 Rag.; 1
ID:SCH2tpm bH7teoaugnOPgCX:_r82- SbGvvCdA 8fM83uFKitspRnuhQnEiZ8nSr8 ;byxXz_qus
0 4 -11 -13 3 -0-3 { 3-0-3 I 4-11-13 1 -0 0
4.00 12 4x6 = Scale = 1:59.3
6x8� 5 19 19 6x9 o
vs' 'NM +.. 6
-" H
X 5 =%' ♦ 20 m
pa 13.00 12 / 21 rT1
oi
03 2x4 I�$^ 2x4 I I m
7 m
a - 406 // s T cp L 4x6 � .
0
-ri 1 N o 4 0 PSF LIVE L+AD {N ROOM 0 cD
TI !. N (FIELD FRAM: GABLE ENDS) `� o
X ` 12 O r '? v
3
op o .
�'s =
sn '' B1 ��
X eo ,-
on 13 12 11 10 0
3x6 H 3x6 H
to 10x12 = 10x12 = O m
- n
0
3 { 16 -0-0 -_
16 -0-0 { at
at
rD Plate Offsets [X,Y): 14:0 -5 -3 D-4- 31, [5:0 -3 -0 Edge!, I6:D -5 -3,0 -4-31, [11:0- 3- 8.0 -7-4), )12 .0 -3 -6 0 -7-41 51:)
E LOADING(pst) SPACING 3-6 -0 05i DEFT in (loc) I/dell L/d ( PLATES GRIP ..A
(Ground Snos�r =4000) Plates Increase 1.15 TC 0.47 Vert(LL) -0.16 11 -12 >999 240 f MT20 197/144
all TCDL 10.0 Lumber increase 1.15 BC 0.33 Vert(TL) -0.26 11 -12 >720 180
Rep Stress Incr NO VWB 0.42 Horz(TL) 0 .00 1D n/a We
O 8001. 1D D Code RC2009/TPI2007 (Matrix) Attic -0.12 11 -12 1238 360 Weight: 272 lb FT = 10% 0
03
N' LUMBER
rt TOP CHORD 2 X 6 SPF 1650F 1SE 4) TOLL:ASCE 7 -05: Pg= 40.0 psf (ground snow): Pf=30.8 psf (flat roof snow);
BOT CHORD 2 X10 SYP DSS TOP CHORD Category O; Ex D: Partially Ex Ct =t.1
WEBS 2 X 4 SPF Stud 'Except' 2-3- 1987/0, 3.14 - 1416/243, 14 -15- 1167/276,4 -15= 1068/298. 5) Unbalanced i need s tla0r snow l have been considered for this design. Iv
VJ1: 2 X 4 SPF Not 4-16=-275/377, 16.17 -235 /3'18.5 -17- 159/388, 5-16=-159/388, 6) This truss has been designed for greater ofmin No Hive load of 12.0 psf or i.OD times o
I BRACING 18 -19 =235/ 378,6-19=-275/377, 6-211=-1068/298. flat roof load of 30S psf on overhangs non-concurrent with other lbreloads. -�
TOP CHORD 20 -21- 1167/276, 7 -21= 1416/243. 7-8= 1987/0, 2-13..3611/0. 7) This truss has been designed for a 10.0 psf bottom chord live load nonron:urrent with --s
2 -0.0 oc puriins (64-0 max,), except end verticals. 0.10- 3611/0 any other live bads. P
BOT CHORD BOT CHORD cti 8) ' This truss has been designed fora Noe load ol20Apst on the bottom chord in all
-. Rigid ceiling directy applied or 6 -0 -0 oc bracing, 12- 13- 258/274.11.12 -7 /1016 areas where a rectangle 3-6-0 tall by 1-0-0 wide will B between the bottom chord and 0
is JOINTS WEBS any other members. O
0 5-I 1 Brace al JI(s):4, 6.5, 2, 8 1156, 3-12=-210/1016, 7 -11= 210/1016, 2- 12- 32/1958, 9) Calling dead load (5.0 psi) on member(s).3 4, 4- 6.6 -T: Nan dead load (2I1.Opsi) an
8 -11- -332/1958 >
member(s).3 -12. 7 -11
REACTIONS (ibis301 10) Bottom chord lire load (40.0 psi) and additional bottom chord dead toad (3.0 pop
13 = 3010/0 -3-8 (min. 0-2-6) NOTES (16)
applied only to room, 11-12
10 = 3016/0 -3 -B (min, 0.2 -6) I) 2-ply truss to be connected logether with tad (0,131'xr) nails as blows' 11) AI hearings are assumed to be SP? No,2 ,
Max Horz chords connected as follows: 2 X 6- 2 rows or 0 -9-0 X 4 - i raw at 0 -9 -0 oc, 12) This truss is designed In accordance with the 2009 International Residential Code
Bottom 13 = 264(LC 7) Bottom chords connected as lams: 2 X 10 -2 rows at @-s -o 8 0 Sc, sections R502.11,1 and R802.10.2 and referenced standard ANSVTPI I.
Webs connected ar 85 equally X 4 - 1 row at 0-9-0 plies, 13) 'Se mkigid ptchbreaks with fixed heels' Member end fixity model was used in the
FORCES (lb). Max. Comp /Max, Ten, -Al forces 250 (lei or less except when shown. 2) Al looads ds are considered d equaly applied to all plies, , except if noted as front (F) or analysis and design of this truss.
TOP CHORD back (B) face in the LOAD CASE(S) section, Ply to py connections have been provided 14) Design assumes 4x2 (flat orientation) puffins at oc spacing indicated, fastened to
2- 3- 1987/D,1 -14= 14 1 6 12 4 2, 14 -15- 1167/276,4 -15- 1068/298, to distribute only loads noted as (F) or (B), unless otherwise indicated. huts TC sv/ 2 -1Od nags,
4- 16- 275/377, 16-17,235/378, 5 - 17= 159/388, 5 -18- 159/388, 3) Wind:ASCE 7.05; 100mph; TCDL =4.2ps1; BCDL =5,0psf; h =25fi; Cat. U; Exp B; 15 Attic room d
0 or f
checked L /36e faction,
18-19=-235/378,6-19=-275/377.6-20=-1068/296, enclosed; MVJFRS ( low -dse) gable end zone and C-C Exterior(2) zone; cantilever fart
16)A1 Plates 20 Gauge checked for 60 de Noted
20- 21- 1167/276, 7 -21- 1416/243, 7- 8= 1987/0, 2 -13- 3611/0, and right exposed ;C -C for members and farces A MVJFRS for reactions shown; Lumber
Continued on page 2 DO L=1.33 plate grip DOL =1.32
'Truss Truss type, On; 1 Ply FLORENCE, MA 7
Q1107041 AIDES GAMBREL ATTIC 0 9 MIDDLE STAIR NAILER
''' Job Reference o•ticnal)
russ Icynaorinu Corp., ncloo Crcrifird, Mk. 011.1 .1.0 s Ncv 1 2010 Mr 0, !lotus or 11c. 'Ned du 0 00.10 '2011 PEKIt'i
ID:8CH2tpmbH7leoaugnOPyCX7-_r82
LOAD CASE(S)
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ATTEST. HAMPSHIRE, /2Z
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.
MARIAN L. D0140HLTE
Official Receipt for Recording in:
Hampshire County Registry of Deeds
33 King St.
Northampton, Massachusetts 01060
Issued To:
413 - 230.8602
....w.._���. .. Offal Re7pt fc<c R c ocrd i na i;..
Recording Fees
Hampshire County Registry of Deeds
Document Recording 33 King St.
Description Number Book /Page Amount
*________________ ___ _________ ___ _________ _ ___ __ Northampton, Massachusetts 01060
COV 00010889 10564 24 $75.00
EMERSON Issued To:
THOMAS A EMERSON
$75.00 413-230 -8602
Collected Amounts
*
Payment
Type Amount Recording Fees
* *
Cash $75.00 Document Recording
Description Number Book /Page Amount
$75.00 COV 00010889 10564 24 $75.00
EMERSON
Total Received : $75.00 $75.00
Less Total Recordings: $75.00 Collected Amounts
Change Due $.00
Payment
Type Amount
Thank You
MARIANNE DONOHUE - Register of Deeds Cash $75.00
By: Kimberly M $75.00
Receipt# Date Time Total Received : • $75.00
0236907 06/03/2011 11:25e Less Total Recordings: $75.00
Reprinted By: Kimberly M Change Due $.00
Reprinted On: 06/03/2011 11:27a
Thank You
MARIANNE DONOHUE - Register of Deeds
By: Kimberly M
Receipt# Date Time
0236907 06/03/2011 11:25a
Reprinted By: Kimberly M
' printed On: 06/03/2011 11:27a