38-073 BP-2006-047
LTH OF MASSAC�IUSET�`�`
BURTS PIT RD CpMMONwEA pTON
CITY OF NORT"M
3 •,1�k:38-073
,rmit: Buildin BUILD
I�r SER
;ate or :New Sin le Fail House
# BP-2006-0474
JS-2006-0307 BY GR.�NTEL) TO:
3ro.ect# PERMISSION IS HERE
Est.Cost: 195000.00 License:
F 1063.80 Contractor: 040714
Sackrey Construction
Const.Class: S4 pUSHKIN MICHAEL A
Use Qrou Oy�neY: Construction
Lot Sizes .ft. : 11412'72 A licant: Sackre
AT: 12 BURTS PIT RD �ns_l� Workers
Zonin :URB_ Ph_o
Alicant Address:
413 665-9995
83 SOUTH MAIN ST 1] 21, 0 0.00:00
ISSUED ON: WIDECK
Compensation G WORK:
SUN
pERLANDMA01375 N CONSTRUCT 2 STORY SF
TO PERFORM THE FOLLOWING
OLLOW or
FROM THE STREETBuilding Inspect
IS CARD SO IT IS VISIBLE
POST TH inspector of Wiring
inspector of Plumbing
� ,.�� •,�J Meter
Footings:
UndergroundService: 9.1171,04 House# Foundation*
Rough: kvp-ough'
Driveway Final:
L
�
/ Final:sLt�/✓A0� `I��`7'�� �i
Rough Frame:o�
Final:6~'� -0 4 r
Fireplace/Chimney:
Fire De artment k o i ( o b U
Gas: Insulation,
��
Rough: -G-06 Final: ���
� d C
Final:lo oke: -6UPON VIOLATION OF
;'O�;�ED BY THE C 'y
OF NORTHAM-vTON
THIS PL, MAY BE RE LA IONS. ��=G✓
ANY OF ITS RLY.,ES AND REG
Si nature:
Certificate of Occu ane Date Paid: Amount:
FeeT e:
11/2/2005 0'.00:00 81063.80
Building
413 587-1240,Fax:(413)587-1272
212 Main Street,Phone
n(iilissioner-Anthony Patillo
Building '
t
-
T //ze) 4,
zii,
�V v
City of Northampton
BUILDING INSPECTION L°
fa�.�s VE
APPR
Inspector
Date
d 4
12 BURTS PIT RD BP-2006-0474
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block:38-073 CITY OF NORTHAMPTON
Lot: -001
Permit: Building
Cateeory:New Single Family House BUILDING PERMIT
Permit# BP-2006-0474
Project# JS-2006-0307
Est. Cost: $195000.00
Fee: $1063.80 PERMISSION IS HEREBY GRANTED TO:
Const. Class: 5B Contractor: License:
Use Group: R4 Sackrey Construction 040714
Lot Size(sq. ft.): 11412.72 Owner: PUSHKIN MICHAEL A
Zoning:URB Applicant: Sackrey Construction
AT: 12 BURTS PIT RD
Applicant Address: Phone: Insurance:
83 SOUTH MAIN ST (413) 665-9995 0 Workers
Compensation
SUNDERLANDMA01375 ISSUED ON.111212005 0:00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/DECK
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 11/2/2005 0:00:00 $1063.80
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Building Commissioner-Anthony Patillo
File#BP-2006-0474
APPLICANT/CONTACT PERSON Sackrey Construction
ADDRESS/PHONE 83 SOUTH MAIN ST SUNDERLAND (413)665-9995 Q
PROPERTY LOCATION 12 BURTS PIT RD
MAP 38 PARCEL 073 001 ZONE URB
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid 53 5t5 / 3
Typeof Construction: CONSTRUCT 2 STORY SFH W/DECK
New Construction
Non Structural interior renovations
Addition to Existing
AccessoKy Structure
Buildiniz Plans Included:
Owner/Statement or License 040714
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFqRMATION 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
f
Q Z OJ
Si nature of Buil ing 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.
City of Nort'atinpt n
Building Deppi* tinent
212 Maim Street
Room 10
Northampton; l A_01 060
phone 413-587-1240 Fax 4 = (7
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION.1 -SITE'INFORMATION
:Th>ssect�an to be colmpTeted by fit
1.1 Property Address: r 5
� � Nlap +at Ura �
Oueriayt)rws
stnct
Eim�S�'Dtstrtct ` '�* YGB estrlct
SECTION`2-PROPERTYOWNERSHIPIAAUTHORIZED AGENT
2.1 Owner of Record:
Nam nt) Current Mailing Address:
y � rz
Telephone
Signature
2.2 Authorized Agent: ,
Name(Prin Current Mailing Address: {3 .
(xb.). -
Signature fele'ph&ne +
SECTION 3-'ESTIMATED�CONS RUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a)Building Permit Fes
2. Electrical jof -,Estimated-Total Cost-sof
f Construction from 6
3. Plumbing r •�( Building,Permit Fee-
4. Mechanical(HVAC) '.rte rJ�J
5. Fire Protection
6. Total=(1 +2+3+4+5) Check.Number `r+ •$`O
This`Section For Official Use:Onl
4 &41Q
Date
Buil ng Perm t Num er. Issued:
Signature:
l
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING All Informat6h Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size
Frontage + i
Setbacks Front
Side L: R:1 l} L:t R:� i QQ <kC4
Rear �. `r, �
Building Height 77777=
Bldg.Square Footage
Open Space Footage % �'''� �
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
(volume'Bc Location) '
A. Has a Spe ' I Permit/Variance/Finding ever been issued for/on the site?
NO DONT KNOW 0 YES 0
IF YES, date issued
IF YES: Was the permit recorded at the Registry of Deeds?
NO { DONT KNOW 0 YES
IF YES: enter Book I Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO (2( DONT KNOW 0 YES 0
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 0 NO
IF YES, describe size, type and location: i
D. Are there any proposed changes to or additions of signs intended for the property? YES NO
IF YES, describe size, type and location:
f
E. Will the construction activity disturb(clearing,grading,ex tion,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 . NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5 DESCRIPTION OF-PROPOSED WORK(check all:applicable)
New House Addition ❑:. Replacement Windows Alteration(s) ❑ Roofing
Or Doors 0
Accessory Bldg. ❑ Demolition ❑ New Signs [p] Decks [Q Siding[O] Other[l:]
Brief Description of Proposed
Work: SUSll Ff2AtA&W G 1S ypy4c'-d 1'N2.uwT 0-L lm �� . �f�'d✓�"` +�}–�
Alteration of existing bedroom Yes No Adding new bedroom Yes No �k� /
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
sa I#NewSao see-l"A ddi n/�r O ex stinctr Lii i�sir� arirp a the o to iog
a_ Use of building:One Family ✓ Two Family Other
b. Number of rooms in each family unit: 2� Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. �Z 3 2-1- Dimensions
e. Number of stories? Z—
f. Method of heating? Fireplacesr Woodstoves Number of each
g. Energy Conservation Compliance. _fS Masscheck Energy Compliance form attached?
h. Type of construction ll�
i. Is construction within 100 ft.of wetlands? Yes / No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade '7 s
k. Will building conform to the Building and Zoning regulations? i/ Yes No.
I. Septic Tank City Sewer V Private well City water Supply \Z
SECTION Ta-OWNER.AUTHORIZATION-'TOBE:COMPLETED,
WEEN
OWNERS AGENrOR CONTRACTOR APPLIES FOR BtJIL.ING PERmit,
POS as Owner of the subject
property
hereby authorize J O '
to act on my behalf,in all matters relative to work authorizew by this building permit application.
Signature of Owner Date
as Owner/Authorized
Agent hereby declare that the statements and information orf the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
i
Print Name
j ,�-
Signature o, Dat
SECTION 8-CONSTRUCTION SERVICES +
8.1 Licensed Construction Supervisor: Not Applicable ❑
4
Name of License Holder: f
License Number
0
Expiration
Address to
t
Signature Teleph _e
... - ��;` Not Applicable ❑
Company Name
Registratio Num er -—""—
l,,
v .
Address r Expiratio Date
J Telephone
377SECTION 10-WORKERS'COMPENSATION INSURANCE A.FFIDAWT'(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...... ❑
The current exemption for"homeowners"was extended to include Owner-occu ied Dwellin sof 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 buildine 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 pennit.
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
r
i
{ ti� {rLif z f Tcrf11U111]Jtoll
4 € 37c�ritch ncrlre
DEPARTMEhrr Op BUILZ)i),,iC INSPPCrIONS 1
212 Main Jr't.rccf tilunrctpaI Dudding
i Nort-hampton, Nfacs. 010GO
\VCH CEI RIS CONTENSATIO.N MSURA-NCF 1 FFMAN 17'
_ Q �
"Vitb a prm' cipal dace of business(residence at:
i
6 �3-ice
5
do hereby certify, under dlc-p21ns a-00 pet?2lties of pes ury, haI
( an employer providing 1? foll « ercnosa ga . coverage for in),
1 eluplovees Ivor-tong on ties job:
J
(7asur-gym Core•) (Polis; Nu_-nis_r) --pirzopr
( } I am a sole proprtctar, general cantraaor or homeowner (ci Cite one) and I?2ve hired
the contractors listed below c,,bo hive the f000.,vi.ng worker's comoep_s2non pokier-
i
i
i (_i{nrnc a Con -cco-) (in umnc- COjnOaj)-Pj obc,• ?qumrc:
( -.)t,a _ C)atc)
I (?1.m:of Coucraczor) (Lmoirtion Date)
i
i
(Name of Contractor) O1r S rat= C•omlzan3/%Ucy NumbLr) (Exp a6oa Daic)
I - •
` (Namc of Contractor) (Lasuranc—_ Company/Policy Numbu) 'Eapirtion Dat:}
(aC�La1 3di�ocoi .il acc�zx,_t-to 6'J"_taro mx_'S on -
P=%kinin to all a>cr-rn 7}
( } 1.am a sole proprietor and have no one worL-ng for me-
( ) I am,a home owner performing all the work rnyself:
NOTE:pi=-,c be cp art tt11 4 C DCS}v,c o c=.plcy p=,_w to GU C GJJO C 7 C 2Q orK oa a d r31i of
not most ikLs L�zee is tvb;6 trx bomoa mw =road=or oo the Vrou,•,6zpp tt�eaa tbe—_o L c oot(� .lty oc_zd of to be
czplay�-s ' the•.u1 c{ _-+on Act{6LI52:�!{5)1=MUC 6c*by a bomcowos f=c 6c=--a pants=y c.•idco=the
]c•�s.l ru.-r of es e-cptoY"r uoder dtxo Woek ex C.� -,a-
_ t d L4.x a oopY of Chir Gtcmaa ovcY b'for"Irded to d-Dcgartmcat of lo&xzric!A.a*4ca&offi—or 4r.. --am for th.
cYG l "= rclioa s�d th `°auz�°"�ra eC tmd--34�oa 23 A of MOL 137 c=icd to the iap=itio n of c imiDzt P=AW=
oomL i ot:fmc oCup to Si SQO.oO araJior csz{St oCup to ooc Y=s.od Civil pco.lcio io t`.X form or-Slop Work Ordc nod,
i fiix of S .00 c day�
i
i - For
Pcrmit Numb=
t.fan� Lot R
Signa of Liaszst JFctTszstt e ---
of Narf aiiiptan z x
ori -
DEPARTMENT OF BUILDITIG INSPECTIONS J:
INSPECTOR 212 Main Street • Municipal Building 'ro
Northampton,MA 01060
r
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as l.is/her construction supe-vi sor. T he state defines"Homeowner" as, " Person(s)
who owns a parcel on which he/she resides or intends to be, a dne or WO-f—anuTy ---
dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a
home owner."
_ The Wifding department-for the City of Northampton-wants-any persons)-who-seek-to
use the home owner exemption, to act as their ovum construction supervisor, to be aware
that by doing so you become responsible for compliance with state building codes
and regulations. The inspection process requires that the building department be called
to inspect work at various stages, which include foundation/footings(before backfiIl),
sonotube holes (before pour). a rough buildin 'inspection (before work is
concealed). insulation inspection (if required) and a final building inspection.:The
building department requires these inspections before the work is concealed,failure to
secure these inspections can result in failure to obtain a certificate of occupancy
until the work can be inspected.
If the homeowner hires other trades to perform work(electrical, plumbing& gas) the
homeowner will be responsible to make sure that the trades hired secure their proper
- permits in conjunction to the building permit issued, and that they get their required
inspections.Failure of the individual trades to secure the permits and inspections as
required can DELAY the project until such time as the proper permits and inspections are
made
I, understand the above.
(Home owner/resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit
-. issued-to me
Date
Address of work
location
r
Z
Permit Number
REScheck Compliance Certificate Checked By/Date
2000 IECC
RES check Software Version 3.6 Release 1
Data filename: C:\Program Files\Check\REScheck\JOHN SACKREY.rck
CITY:Northampton
STATE:Massachusetts
HDD: 6404
CONSTRUCTION TYPE: Single Family
WINDOW/WALL RATIO: 0.21
DATE: 10/26/05
COMPLIANCE: Passes
Maximum UA=350
Your Home UA=345
1.4%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value -V lue U Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1608 38.0 0.0 48
Wall 1: Wood Frame, 16" o.c. 1818 19.0 0.0 84
Window 1: Metal Frame:Double Pane with Low-E 338 0.330 112
Door 1: Solid 36 0.160 6
Door 2: Glass 36 0.340 12
Basement Wall 1: Solid Concrete or Masonry 1408 13.0 0.0 83
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: 8.0'
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications,and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchecl and to comply with the
mandatory requirements lis ed in th S checkInspection Checklist.
Builder/Designer Date f o &k /0
-
6
REScheck Inspection Checklist
2000 IECC
REScheckSoftware Version 3.6 Release 1
DATE: 10/26/05
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c.,R-19.0 cavity insulation
Comments:
Basement Walls:
[ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/8.0'insul,
R-13.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1: Metal Frame:Double Pane with Low-E,U-factor: 0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Door 1: Solid,U-factor: 0.160
Comments:
[ ] 2. Door 2: Glass,U-factor: 0.340
Comments:
Air Leakage:
[ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
S
1
Duct Insulation:
[ ] Ducts in unconditioned spaces must be insulated to R-5.
Ducts outside the building must be insulated to R-6.5.
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives),
mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 'F must be insulated to the
levels in Table 2.
i
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(Fl Un to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pine Sizes
PiDing System Types Ran Fj 2"Runouts 1"and Less 1.25"to 2" 2.5,to 4„
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
Job Ts'u;
s Truss Type �y Ply 1SACKREY
QJ5O90ii6 CAMBER 9 1
Job Reference o tional
Truss Engineering Corp.,Indian Orchard,MA 01151 ._ 6.200 s Mar 52005 MTek industries,Ina Tue Sep 13 10:53:44 2005 Page 1
( :t
-1-OW0 4-0-0 4-0-0 3-3.3 7-3.3 4-8-13 12-{-O 4-$-i3 16-8-13 3-3-3 240.0 4-0-0 2 .1-Va�-o
3x5= Scale=1:52.2
5
10.00E-2
5x8
5x8
4 6
°} 1.5x4 ill
W3 W3 1.5x4 if
3 7
I
1
12 13 14 11 15 16 10
2 8
5x8= 3x8- 5x8
1 9
3x8' 6.00 12 3x8?
I
44.4 4-0-0 4-04 $-0-0 12-0-0 8-0-0 2' 0" 4-0-0 24-0.0 '---- -
Plate Offsets 4:0.3.7 0-2-13 5:0-2-8,0-1-31,[6:0-3.7 0-2.13] [10:0-5-8,0-2-81,112:0-5-8,0-2-81
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) Udefl Ud PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.21 11-12 >999 240 MT20 1971144
TCDL 10.0 Lumber increase 1.15 BC 0.75 Vert(TL) -0.40 11.12 >709 180
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.33 8 n1a n1a
BCDL 10.0 Code BOCA/ANS195 (Matrix) Weight 112 lb
LUMBER 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all
TOP CHORD 2 X 4 SPF No.2 TOP CHORD areas where a rectangle 3-6-0 tall by 1-0-0 widewill fit between the bottom chord and
BOT CHORD 2 X 6 SPF 1650E 1.5E*Except* 2.3 = -35401347 3.4 = 3316/466 4-5 = -1374/174 any other members.
B2 2 X 4 SPF No.2 5-6 = -1374/206 8-7 = -3316/257 7-8 = -3540/182 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSVTPI 1 angle to
WEBS 2 X 4 SPF Stud 8.9 = 0/58 grain formula. Building designer should verify capacity of bearing surface.
BOT CHORD 5)Provide mechanical connection(by others)of truss to bearing plate capable of
BRACING 2.12 = -362/2819 12-13 = -159/1487 13-14 = -159/1487 withstanding 162 Ib uplift atjoint 2 and 162 Ib uplift at joint 8.
TOP CHORD 11-14 = -15911486 11-15 = -47/1486 15-16 = -47/1487 6)All Plates 20 Gauge Unless Noted
Sheathed or 2-8-5 oc purlins. 10-18 = -47/1487 8.10 = -94/2819
�ROTCHORD WEBS
Rigid ceiling directly applied or 10.0-0 oc bracing. 3-12 = -75/143 4-12 = -29111725 4-11 = -7131232
5-11 = -129/1134 6.11 = -7131185 6-10 = -10111725 t'
REACTIONS Ob/size) 7-10 = -75/165
2 = 1405!0-5-8
8 = 1405/0-5-8 NOTES (6)
Max Horz 1)Unbalanced root live loads have been considered for this design.
2 = 2260aad case 3) 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft
Max Uplift above ground level,using 4.2 psf top chord dead load and 5.0 pat bottom chord dead
2 = -1620oad case 4) load,in the exterior(2)zone roof zone on an occupancy category ll,condition I enclosed \��
8 = -1620oad case 5) building,with exposure B ASCE 7-95 per BOCAJANS195 If end verticals exist,they are
not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,
FORCES (lb)-Maximum Compression/Maximum Tension they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip
TOP CHORD increase is 1.33
1-2 = 0158
Job Truss Truss Type City PIy SAGKREY
QJ509013 T1GE FINK 1 1
_ Job Reference o tional
Truss Engineering Corp.,Indian Orchard,-WA-01151 6.200 s Mar 5 2005 MiTek intlustrles,lnc. Tue Sep 13—10--g-3-44 2005 Page 1
}
`1-019090°-0 12-0-0 12-0.0 12-0-0 2 0-0
3x4= Scale=1:54.1
9
10.00 12 1.5x4 iI 1.5x4 II
8 10
1.5x4 II 1.5x4 II
3x4 ii 3x4
1.5x4 II 7
111,5x4 II
6 12
T
5 13
N L5z4 1t T T 1.5x4 II
d
T t 74
14 f
1.5x4 II T I T 1.5x4 If
3
15
u> 2 8 G1 1617
3x4= 28 27 29 26 25 24 23 22 21 20 30 19 18 3x4--
1.5x4
1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 5x6= 1.5x4 If 1.5x4 II 1.5x4 II 1.5x4 II 1.50 II ,N
0-0-0 24 0.0 24-0-0
Plate Offsets(X Y): {2:0.2-2 0-1-8] (16:0-2-2 0-1-81 1`23:0-3-0 0.2.13)
LOADING(psf) SPACING 2-0-0 CSI OEFL in Qoc) Udefl iJd PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.11 Vert(LL) -0.00 17 n/r 120 MT20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.00 17 n/r 90
BCLL 0.0 Rep Stress Incr YES WS 0.17 Horz(TL) 0.01 16 n/a n/a
BCOL 10.0 Code BOCAlANS195 (Matrix) Weight 133 lb
LUMBER
TOP CHORD 2 X 4 SPF No.2 20 - 303/24-0-0 Max Grav
BOT CHORD 2 X 4 SPF No.2 19 - 242!24-0-0 25 - 299(foad case 1)
OTHERS 2 X 4 SPF Stud*Except* 18 = 209124-0-0 26 = 303(load case 6)
ST6 2 X 4 SPF No.2,ST5 2 X 4 SPF No.2,ST5 2 X 4 SPF No.2 16 = 231/24-0-0 27 - 242Qoad case 1)
Max Horz 28 = 2090oad case 6)
BRACING 2 - 226(load case 3) 22 = 3070oad case 7)
TOP CHORD Max Uplift - 21 = 2990oad case 1)
Sheathed or 6-0-0 oc purlins. 2 = -720oad case 2) 20 - 3030oad case 7)
BOT CHORD 24 = -700oad case 4) 19 = 242Qoad case 1)
Rigid ceiling directly applied or 10.0.0 oc bracing. 25 = -840oad case 4) 18 = 2090oad case 7)
WEBS 26 - -780oadcase 4) 16 = 231Qoadcase 1)
1 Row at midpt 9.23,8-24,10-22 27 -840oad case 4)
28 - -73Qoad case 4) FORCES (lb)-Maximum Compression/Maximum Tension
REACTIONS Qb/size) 22 - -650oad case 5) TOP CHORD
2 = 231/24-0-0 21 = -860oad case 5) 1-2 = 0154 2-3 = -2471134 3-4 = -172/124
23 = 253124-0-0 20 = -780oad case 5) 4.5 = -1281119 5-6 = -96/113 6-7 = -79/123
24 = 299/24-0-0 19 = -840oad case 5) 7-8 = -96/169 8-9 = -95/199 9-10 = -95/186
25 = 299/24-" 18 - -71Qoadcase 5) 10.11 = -961121 11-12 = -28/70 12-13 = -96/64
26 = 303(24 -0 16 = -20oad case 3) 13-14 = -96151 14-15 = -111166 15-18 = -193t65
27 = 242x24-0-0 Max Grav 16.17 = 0/54
28 = 209/24-0-0 2 - 231Qoadcase 1) BOT CHORD
22 = 299/24-0-0 23 = 2530oad case 1) 2-26 = -38/211 27.28 = -381211 27.29 = -381211
21 = 299!24-0-0 24 = 3070oad case 6) 26-29 = -38/211
Continued on page 2
Pushkin-Sackrey Const. 10-19-05
KqBeam Northampton 8:27am
KeyBean®4.3!f 1 of 1
kniBeaniEngurc 4.31 m
Materials Database 418
Member Data
Descripfion: Member Type: Beam Application: Floor
Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: NBC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 13.3 PLF
DOL: 100% Filename: KYB1
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Additional Uniform (PLF) 0' 0.00" 14' 0.00" 367 150 100%
Additional Uniform (PLF) 0' 0.00" 14' 0.00" 0 50 100%
Additional Uniform (PLF) 0' 0.00" 14' 0.00" 100 50 100%
Additional Uniform PLF 0' 0.00" 14' 0.00" 210 90 100%
9 6 0 4 6 0
14 0 0
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
—
1 0'0.00" Wall 3.50 1.50" 4072# 2759# 1370# 4128#
2 9'3.38" Wall 3.50" 2.62" 10310# 6843# 3468# 10310#
3 13'6.75" Wall 3.50" 1.50" 271# 1414# 92# 1505#
Design spans
9'3.38" 4'3.38"
Product:2.0 Rigid Lam LVL 1-3/4x9.5 3 ply
Design assumes continuous lateral(bracing for both chords.
Allowable Stress Design
Actual Allowable capacity Location Loading
Positive Moment 7878.'# 20436.'# 38% 3.71' Odd Spans 100%
Negative Moment 8742.'# 20436.'# 42% 9.28' Total load 100%
Shear 5100.# 9476.# 53% 8.82' Total load 100%
Max.Reaction 10310.# 13781.# 74% 9.28' Dead load
LL Deflection 0.0950" 0.3094" U999+ 4.18' Odd Spans 100%
TL Deflection 0.1400" 0.4641" L/795 4.18' Odd Spans 100%
Control: Max.Reaction
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
Al product names are trademarks of Geer respective owners Jason T
Rugg Lumber
Copyright(C)l9W-2005 by Keymark Enterprises.LLC.ALL RIGHTS RES ERRED.
ercrtavaud.uc"
KeyBuild StructureTM 2.132[
kn0camEngine 4.31m Sack -Pushkin-Level 7 9-14-05
Materials Database 403 10:13arn
1 of 5
Member Data
Description: CaIcB9 Member Type: Beam Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: UBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.3 PLF
DOL: 100% Filename : UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (PLF) 0' 0.00" 10' 6.00" 1420 612 100%
Replacement Uniform(PLF) 10' 6.00" 13' 0.00" 1367 588 100%
Replacement Uniform(PLF) 13' 0.00" 17' 2.63" 135 0 115%
Replacement Uniform(PLF) 13' 0.00" 17' 2.63" 1367 655 100%
Point(LBS) 4' 0.00" 0 85 100%
Point(LBS) 8' 0.00" 0 85 100%
Point(LBS) 10' 0.00" 0 85 100%
Point(LBS) 12' 0.00" 0 85 100%
Point LBS 15' 0.00" 0 85 100%
510 0 5 6 0 5 10 10
17 210
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall N/A 1.50" 4472# 10# 3481# 1377# 4867#
2 5'5.38" Wall N/A 3.35" 12392# -55# 9315# 3886# 13201#
3 10'11.38" Wall N/A 3.41" 12679# 262# 9138# 4042# 13442#
4 16'5.38" Wall N/A 1.50" 4811# 301# 3386# 1514# 5200#
Design spans
5'5.38" 5'6.00" 66.00"
Product:2.0 RigidLam LVL 1-3/4 x 9.5 3 ply
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5836.'# 20436.'# 28% 13.97' Odd Spans 100%
Negative Moment 6955.'# 20436.'# 34% 10.95' Adjacent 2 100%
Shear 5273.# 9476.# 55% 5.44' Adjacent 1 100%
LL Deflection 0.0306" 0.1833" L/999+ 13.7' Odd Spans 115%
TL Deflection 0.0406" 0.2750" L/999+ 13.97' Odd Spans 115%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
� r-
,� Il b2�G5
All product names are trademarks of their respec8ve owners
+Copyright(C)1989-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED.
rrcrexexnn.w
KeyBuild StructureTM 2.1321 Sackre Pushkin-Level kmBeamEngine 4.31 m y- 9-14-05
Materials Database 403 10:13am
2of5
Member Data
Description:CaIcB10 Member Type: Beam Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: UBC
Live Load: 0 PLF Deflection Criteria: U360 live, L/240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.3 PLF
DOL: 100% Filename: UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (PLF) 0' 0.00" 9' 6.00" 463 142 100%
Replacement Uniform (PLF) 9' 6.00" 10' 0.00" 463 142 100%
Replacement Uniform(PLF) 10' 0.00" 14' 0.00" 463 142 100%
Replacement Uniform (PLF) 14' 0.00" 17' 6.00" 434 138 100%
Replacement Uniform (PLF) 17' 6.00" 21' 6.00" 456 129 100%
Replacement Uniform (PLF) 21' 6.00" 24' 0.00" 456 129 100%
Point(LBS) 0' 0.00" 480 180 115%
Point LBS 0' 0.00" 2160 873 115%
8 4 0 7 6 0 8 2 0
2400
Bearings and Reactions
Input Minimum Worst Case
Location Type Length Length Total 100% Dead Total
—
1 010.001, Wall N/A 1.50" 5677# 4286# 1550# 5836#
2 7'11.38" Wall N/A 1.50" 5280# 4314# 1330# 5644#
3 15'5.38" Wall N/A 1.50" 4989# 4142# 1242# 5384#
4 23'2.75" Wall N/A 1.50" 1878# 1594# 448# 2041#
Design spans
7'11.38" T6.00" T9.38"
Product:2.0 RlgidLam LVL 1314 x 9.5 3 ply
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3708.'# 20436.'# 18% 3.58' Odd Spans 100%
Negative Moment 4214.'# 20436.# 20% 7.95' Adjacent 1 100%
Shear 2498.# 9476.# 26% 7.55' Adjacent 1 100%
LL Deflection 0.0413" 0.2649" U999+ 3.97' Odd Spans 100%
TL Deflection 0.0513" 0.3974" U999+ 3.58' Odd Spans 100%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
t
All product names are trademarks of their respective owners
ry�Copyright(C)1989-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED.
ererexcwen,w'
KeyBuild StnuctureT"-2.132t Sackrey-Pushkin-Level 7 9-14-05
kmBeamEngine 4.31m
Materials Database 403 10:13am
3 of 5
Member Data
Description:CalcB13 Member Type: Beam Application: Floor
Comments: Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: UBC
Live Load: 0 PLF Deflection Criteria: U360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.3 PLF
DOL: 100% Filename: UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(PLF) 0' 0.00" 2' 6.00" 875 371 100%
Replacement Uniform (PLF) 2' 6.00" 6' 6.00" 90 0 115%
Replacement Uniform (PLF) 2' 6.00" 6' 6.00" 864 417 100%
Replacement Uniform (PLF) 6' 6.00" 10' 0.00" 90 0 115%
Replacement Uniform (PLF) 6' 6.00" 10' 0.00" 769 398 100%
Replacement Uniform (PLF) 10' 0.00" 14' 0.00" 90 0 115%
Replacement Uniform(PLF) 10' 0.00" 14' 0.00" 811 386 100%
Replacement Uniform (PLF) 14' 0.00" 14' 6.00" 90 0 115%
Replacement Uniform(PLF) 14' 0.00" 14' 6.00" 811 386 100%
Replacement Uniform(PLF) 14' 6.00" 24' 0.00" 795 325 100%
Replacement Uniform (PLF) 24' 0.00" 31' 6.00" 801 342 100%
Point(LBS) 6' 6.00" 27 10 100%
Point(LBS) 6' 6.00" 38 0 115%
Point(LBS) 6' 6.00" 27 90 100%
Point(LBS) 6' 6.00" 486 834 100%
Point(LBS) 10' 0.00" 27 10 100%
Point(LBS) 10' 0.00" 27 90 100%
Point(LBS) 10' 0.00" 364 794 100%
Point(LBS) 14' 0.00" 53 100 100%
Point(LBS) 14' 0.00" 373 798 100%
Point(LBS) 16' 0.00" 0 98 100%
Point(LBS) 23' 9.25" 2160 873 115%
Point LBS 24' 0.00" 480 180 115%
8 7 0 7 2 0 7 2 0 8 7 0
31 6 0
Bearings and Reactions /
Input Minimum Worst Case
Location Type Length Length Total 115% 100% Dead Total
1 0'0.00" Wall N/A 1.50" 4432# 164# 3194# 1402# 4759#
2 8'2.38" Wall N/A 3.90" 14931# 888# 8811# 5677# 15375#
3 15'4.38" Wall N/A 2.55" 8128# -341# 7071# 2979# 10311#
4 22'6.38" Wall N/A 3.68" 13925# 2711# 7687# 4091# 14489#
5 30'8.75" Wall N/A 1.50" 4027# 157# 2892# 1243# 4291#
Design spans
8'2.38" T2.00" 7'2.00" 8'2.38"
Product:2.0 RigidLam LVL 1-3/4 x 9.5 3 ply
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 8338.# 20436.'# 40% 3.69' Odd Spans 100%
All product names are trademarks of their respective owners
' Copyright(C)1989-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED.
eivrzxvxnu.u.c
KeyBuild structure'*'2.132[ Sackrey-Pushkin-Level 7 9-14-05
kmBeamEngine 4.31m
Materials Database 403 10:13am
4of5
Actual Allowable Capacity Location Loading
Negative Moment 11049.# 20436.'# 54% 8.2' Adjacent 1 100%
Shear 8307.# 10898.# 76% 22.94' Adjacent 3 115%
LL Deflection 0.0943" 0.2733" U999+ 4.1' Odd Spans 115%
TL Deflection 0.1283" 0.4099" U766 3.69' Odd Spans 115%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
All product names are trademarks of their respective owners
Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
eivreavxnu.u.cn
KeyBuild SttuctureTM 2.132t Sackrey-Pushkin-Level 7 9-14-05
kmBeamEngine 4.31m
Materials Database 403 10:l 3am
` - 5 of 5
Member Data
Description:CaIcB14 Member Type: Beam Application: Floor
Comments: Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: UBC
Live Load: 0 PLF Deflection Criteria: 0360 live, U240 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.3 PLF
DOL: 100% Filename: UNKNOWN
Non-standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform (PLF) 0' 0.00" 7' 6.00" 1365 585 100%
Replacement Uniform(PLF) 7' 6.00" 17' 0.00" 1368 588 100%
Replacement Uniform(PLF) 17' 0.00" 17' 6.00" 137 0 115%
Replacement Uniform(PLF) 17' 0.00" 17' 6.00" 1368 656 100%
Replacement Uniform (PLF) 17' 6.00" 21' 10.63" 668 245 100%
Point(LBS) 8' 0.00" 0 98 100%
Point(LBS) 12' 0.00" 0 98 100%
Point(LBS) 15' 6.00" 0 98 100%
Point(LBS) 17' 6.00" 53 100 100%
Point(LBS) 17' 6.00" 200 0 115%
Point(LBS) 17' 6.00" 1493 1407 100%
Point(LBS) 21' 10.63" 0 0 100%
Point(LBS) 21' 10.63" 27 90 100%
Point(LBS) 21' 10.63" 200 0 115%
Point LBS 21' 10.63" 2117 2411 100%
I I T IT
7 4 0 A 7 3 0 0 7 710
1� 22 210
Bearings and Reactions
Input Minimum Worst Case f �
Location Type Length Length Total 115% 1000/0 Dead Total COLD lyt�N
1 0'0.00" Wall N/A 1.51" 5428# 8# 4290# 1660# 5957# LO
2 6'11.38" Wall N/A 4.14" 15306# 42# 11609# 4685# 16294#
3 14'2.38" Wall N/A 4.49" 16781# 225# 11820# 5627# 17672#
4 21'5.38" Wall N/A 2.33" 8664# 279# 5126# 3753# 9157#
Design spans
6'11.38" 7'3.00" T3.00"
Product:2.0 RigidLam LVL 1-3/4 x 9.5 3 ply
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 9647.'# 20436.# 47% 17.11' Odd Spans 100%
Negative Moment 11834.'# 20436.# 57% 14.2' Adjacent 2 100%
Shear 7795.# 9476.# 82% 14.92' Adjacent 2 100%
LL Deflection 0.0793" 0.2417" U999+ 17.82' Odd Spans 115%
TL Deflection 0.1093" 0.3625" L1795 17.82' Odd Spans 115%
Control: Shear
Design assumes a repetitive member use increase in bending stress: 4%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
All product names are trademarks of their respective owners
ICopyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED.
e"rxnPueu.ru.
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