HomeMy WebLinkAboutBuilding Permit # 1/18/2017 `
~" No.
Plans Submittedx Plans Waived❑ Certified Plot Plan,% Stamped Planse
TYPE OF SEWERAGE DISPOSAL
Public Sewer ❑ TanniugfMassagetBody Arc ❑ swimming Pools ❑
Welt ❑ Tobacco Sales ❑ Food Packaging/Sales ❑
Private(septic tank,etc. Permanent Dwnpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF e U FORM
PLANNING&DEVELOPMENT Reviewed On tJ L Si nature
COMMENTS t�llj �LV� I6'1fl �I ��
l
CONSERVATION Reviewed on f /t J j 7 Signature
COMMENTS
r �
f
HEALTH Reviewed on � ' I� �UI� SignaiJ.��f�
COMMENTS.
LD
Zoning Board of Appeals:Variance,Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Wafer&Sewer CenneGtlonlSignature&Date �� � t� Driveway Permit
DPW Town Engineer:Signature:
Located 384 Osgood Street
SIRE DEPARTMENT Temp Qumpster onaite yes no �� a
LQeated at 124 Main Street
Fire Department s�gnaturetda#e .:
COMMENTS '
Town of "°R " 6 Andover
Q
No. i7 - h * ver,Mass, !�� / ZD/
y_�Qq tocrci�Gw@w.cw 47'
U BOARD OF HEALTH
Food/Kitchen
PERMIT T ILD n Septic System
THIS CERTIFIES THAT 119.. .�.�� •• .............................. BUILDING INSPECTOR
CV-61
)� Foundation
has permission to erect..........................buildings on. ... .... ......�••�/
1-0
t ///►►► '0 Rough
tobe occupied as..... ......011....... ............................................................................. Chimney
provided that the person accepting this permit shall in every respect conform to the terms of the application Final
on file in this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and
Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR
Rough
VIOLATION of the Zoning or Building Regulations Voids this Permit. u�+ Final
PERMIT EXPIRES I MONTHS ELECTRICAL INSPECTOR.,
LESS CONSTR Rough
Service
.. .. ..... .... .. .......... ...... Final
BUILDING I ECTO
GAS INSPECTOR
occupancy Permit Required to Occupy Bu Rough
Display in a Conspicuous Place on the Premises—Do Not Remove Final
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
Smoke Det.
Property HERS
Unknown Rating Type: Projected Rating Certified Energy Rater: Eric Wilder
37 Wellington Way Rating Date: 1/17/2017 Rating Number:
MARegistry
IRatingw I s° � - �i��i�'iq°iati Estimated Annual Energy Cost
N.Andover, : _
Projected, : uta �k Nam tit1� 14' �U �: �. use MMBtu cost Percent
HERS Index: 52 _ _ Heating 37.8 $1191 46%
Generallnformation � Cooling 6.9 $97 4%
Hot Water 4.2 $215 8%
Conditioned Area 2777 sq.ft. House Type Single-family detached Lights/Appliances 23.6 $896 35%
Conditioned Volume 24378 cubic ft. Foundation More than one type photovoltaics -0.0 $-0 -0%
Bedrooms 4
Service Charges $168 7%
Total 72.5 $2567 100%
Mechanical Systems Features
Heating: Fuel-fired air distribution,Natural gas,96.0 AFUE. Criteria
Cooling: Air conditioner,Electric,13.0 SEER.
Water Heating: Instant water heater,Natural gas,0.97 EF,0.0 Gal.
This home meets or exceeds the minimum criteria for the following:
Duct Leakage to Outside 80.00 CFM25.
Ventilation System Exhaust Only:60 cfm,21.0 watts.
Programmable Thermostat Heat=Yes;Cool=Yes
Building Shell Features
Ceiling Flat R-37.0 Slab None
Sealed Attic NA Exposed Floor R-30.0
Vaulted Ceiling R-32.5 Window Type U-Value:0.300,SHGC:0.280
Above Grade Watts R-21.0 Infiltration Rate Htg:3.00 Clg:3.00 ACH50
Foundation Walls R-0.0 Method Blower door test Eric Wilder
CLEAResult
Lights and Appliance Features 50 Washington St.
Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Westborough,MA 01581
Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508.328-2760
Refrigerator(kWh/yr) 557 Clothes Dryer EF 3.01 1998-184
Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 9901142
REM/Rate-lFestale n6 gar Energy Aaialysis andlRadng Saftware v'l 4.63 �J
This information does not constitute any warranty of energy cost or savings.(D 1985.2016 Noresco,Boulder,Colorado.
The Home Energy Rating Standard Disclosure for this home is available from the rating provider.
Enter construction cost for fee cal- North Andover Fee Calculation
Construction Cost
$ 295,000.00 m
$ $ 3,540.00
Plumbing Fee $ 442.50
Gas Fee 100 comm. $ 100.00
Electrical Fee $ 442.50
Total fees collected $ 4,525.00
Foundation 100
37 Wellington Way
721-2017 on 1/M2017
single family home
'The Commonwealth of Massachusetts
Department oflndusi ialAceidents
v, 1 Congress street,suite 100
Boston,MA 02114-2017
www.mass gov/dia
• Worliers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/PIumbers.
TO BE RILED WITH THE PERD4ITTING AUTHORITY.
PleasePriut Legib
Applicant Information /� ly
Name(BusinessJorganintionnndividual): C� kl t-t )C�1 D��l'�.�,r °oc-
Address: 5#11) rt1 'g4r–
.,+
CitylState/Zip: t)— Phone N-0
Areyau au employer?Check the appivpriate box: Type of project(faquired):
1.�Sam aempIoyerwifh • employees(full and/or port-time}.* 7.-9Now construction
2.�T azn a sole proprietor or partuorshtp ardhave no employees working for me in S.l![A Remodeling
any capacity.iNo workers'comp.insurance raquired.] 0. ❑Demolition
3.QlunahomeownerdoingaIlvorkmysel£INoworkers'carne.-insuracee quked.jt 10 Q Building addition
4.❑Ism a homeowner and will be hiring contractors in conduct all work an my property.Swill 11❑Electrical repairs or additions
ensure that all contractors either have vrorkers'compensation insurance orate sole
proarietors with no employces. 12:Q Plumbing repairs or additions
5.❑I am agenand contractor and Ihava hired the sub-contractors listed onthe attached sheet. 13:0 Roof repairs
These sub_ccnha,,mrshave eiiaployees andhave workus'wrap.itarecace.t 14.Q Other
-
6 We are a corporation and irs,officers have exercised theirright of'oxemption perMGS,n.
X 153,§I{4},andwehavenq employap.[Iioworkers'cornp.hssumncerequired.]
"Any applicantthat checks box#1 must also fill outthe sectionhelovishowing thsirwmrkers compensationpolicyinformation.
t Idameawnerswfio sufimifkhis aff'tdaeit irdicatingthey ora doing all work end then biro autsido conhactoss must sgbmitanew affid vit indicating such.
#Contractors that aheckthig box must atteciadan additional sheetshowingtire namo of the sub-contractors and state whether ornotthose entities have
employecs.Sfiha sub-corilraclors hav n employces,lliey mast provide their workers'comp.policy number. -
fain an employer Mat is pros lding ivorkers'compensation insurance for my employees.'Beloiv is tlzep'011 aIt job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expnation Data.
fob Site Address: City/StafelZip:
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to senate coverage as required under MGL a.152,y§25A is a criminal violation punishable by a fine up to$1,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator.A copy of this statement may be forwarded to the office of Investigations of the DIA for insurance
coverage verification.
,T d0 lzel'eby CCFtIf Under'the pQins and peP2altieS O,f perjury that the infol'mat[on prowled ab V2 is trite and correct.
Silrnature�+' t
p
hone
Do not write in this area,to be completed by city or town afficiaL
City or Town: - Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Trnvn Cleric 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Phone
Contact Person: #:
.....11lr11,y�
\off— fConsumerAffarrs&Bus3nessEegiafi- i _ Massachusetts Department of Public Safety
-� ...
DME IMPROVEMENT CONTRACTOR
Board of Building Regulations and Standards
F–
registration: 164829 Typo' License:CSFA-102931
cxpira0on: 1111912017, Private Corporation Construction Supervisor 1&2
`^ � Family ,
MESSINA DEVELOPMENT COMPANY INC. ROBERT A MESSINA
277 WASHINGTON ST
ROBERT MESSINA GROVELAND MA 01834 --
277 WASHINGTON ST g -�
GROVELAND,MA 01834 - Underseeretarp nn,,
Expiration:
Commissioner 08131/2018
i71�1 Boise cescade Triple 1-314"x 11-114"VERSA-LAMO 2.0 2800 DF Floor BeamlFB01
Dry 1 span No cantilevers 10112 slope January 15,2017 19:10:30
BG CALCI Design Report
Build 5684 File Name: New—Col-37—Wellington—Way
Job Name: New Colonial Home Description:Designs1FB01
Address: Lot 6,#37 Wellington Way Specifier: Floor/Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Attic Floor Framing
tz-as-oo 61
eo
Total Horizontal Product Length=12-06-00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 4,81210 1,40710
81,3-1/2" 4,81210 1,407/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Descri tionLoad Type Ref. Start End 100% 90% 115% 160% 125%
1 Attic Floor load Unf.Area(Ib/ft"2) L 00-00-00 12-06-00 30 10 07-00-00
2 Roof Load Unf.Area(Ib/V2) L 00-00-00 12-06-00 40 10 14-00-00
Controls Summary Value %Allowable Duration Case Location_
Pos.Moment 18,038 ft-lbs 69.3% 100% 1 06-03-00
End Shear 4,997 lbs 44.5% 100% 1 01-02-12
Total Load Deft. U382(0.378") 62.8% n/a 1 06-03-00
Live Load Defl. Ll494(0.297') 72.8% n/a 2 06-03-00
Max Defl. 0.378" 37.8°! n/a 1 06-03-00
Span/Depth 12.8 n/a n/a 0 00-00-00
%Allow I Allow
Bearing Supports Dim,(Lx W) Value Support Member Material
BO Post 3-1/2"x 3-112" 6,220 Has n/a 67.M. Unspecified
81 Post 3.1/2"x 3-1/2" 6,220 lbs n/a 67.7% Unspecified
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post B1. A connector is required at this bearing.
Notes
Design meets Code minimum(0240)Total load deflection criteria.
Design meets Code minimum(L/360)Live load deflection criteria- �SO
Design meets arbitrary(T')Maximum total load deflection criteria.
Calculations assume member is fully braced-
Design based on Dry Service Condition.
S#VC�o�
OA 0�54�OF
Page 1 of 2
{?1�t Boise Cascade Triple 1-3/4"x 11-1/4"VERSA-LAW 2.0 2800 DF Floor BeamlF13O1 '..
Dry 1 span I No cantilevers 0/12 slope January 15,2017 19:10:30
BC CALC@ Design Report
Build 5684 File Name: New—Col-37 Wellington_Way
Job Name: New Colonial Home Description:Designs1FB01
Address: Lot 6,#37 Wellington Way Specifier: Floor/Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Attic Floor Framing
Connection Diagram Disclosure
t�d Completeness and accuracy of input must
b ,
be verified by anyone who would rely on
a output as evidence of suitability for
T particular.application.Output here based
T • • an building code-accepted design
c E - properties and analysis methods.
i
installation of Boise Cascade engineered
e � o wood products must be in accordance with
current installation Guide and applicable
building codes.To obtain installation Guide
or ask questions,please call
a minimum=2" c=6-1/4" {800}232-0788 before installation.
b minimum=3" d=24" BC CALCO,BC FRAMERO,AJS-
e minimum=3" ALLJOISTO,BC RIM BOARDT",BCIV,
Nailing schedule applies to both sides of the member. BOISE GLULAM SYSTEM,VERSA SIMPLE FRAMING
-IAM®,VERSA-RIM
Member has no side loads. PLUSS,VERSA-RIMQD,
Connectors are:16d Sinker Nails VERSA-STRAND®,VERSASTUDO are
trademarks of Boise Cascade Wood
Products L.L.C.
iii)Soise 0asrade Triple 1-314"x 8-114"VERSA-LAM(g)2.0 2800 DF Floor BeamlF1302
Dry 1 span No cantilevers 10/12 slope January 15,2017 19:15:53
BC CALC®Design Report
Build 5684 File Name: New—Col-37—Wellington—Way
Job Name: New Colonial Nome Description:Designs%FB02
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Attic Floor Framing
t3dt-W B1
BO
Total Horizontal Product Length=13-11-00
Reaction Summary(Down/!Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 2,923/0 1,061/0
B1,3-1/2" 2,923/0 1,061/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126%
1 Attic Floor Load Unf.Area(1b/nA2) L 00-00-00 13-11-00 30 10 14-00-00
Controls Summary Value `y Allowable Duration Case Location
Pos.Moment 12,961 ft-lbs 72.1% 100% 1 06-11-08
End Shear 3,375 lbs 36.6% 100% 1 01-00-12
Total Load Defl. L/265(0.61") 90.7% n/a 1 06-11-08
Live Load Defl. LJ361(0.448") 99.8% n/a 2 06-11-08
Max Defl. 0.61" 61% n/a 1 06-11-08
Span/Depth 17.5 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim{Lx W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 3,983 lbs n/a 43.4% Unspecified
61 Post 3-1/2"x 3-112" 3,983 lbs nla 43.4% Unspecified
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post B1. A connector is required at this bearing.
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(L1360)Live load deflection criteria.
Design meets arbitrary(V)Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Page 1 of 2
(ei�I Boise Cascade Triple 1-3/4"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor Beam1F13O2
Dry 1 span No cantilevers 0/12 slope January 15,2017 19:15:53
BG CALC®Design Report
Build 5684 File Name: New_CoI_37_Wellington_Way
Job Name: New Colonial Home Description:Designs\FB02
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Attic Floor Framing
Connection Diagram _ Disclosure
b ..---d Completeness and accuracy of input must
be verified by anyone who would rely on
a i # output as evidence of suitability for
• • particular application.Output here based
o • o
on building code-accepted design
c properties and analysis methods.
i—_• Installation of Boise Cascade engineered
e o • o wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=4-1/4" (800)232-0788 before installation.
b minimum=3" d=24" BC CALC®,BC FRAMER,AJSTM
e minimum=3" ALLJOISTO,BC RIM BOARDTm,BCI®,
Nailing schedule applies to both sides of the member. BOISE M@,VE S -LAM@,SIMPLE FRAMING
SYSTEM®;VERSA-IAMB,VERSA-RIM
Member has no side loads. PLUS(&,VERSA-RIM@,
Connectors are:16d Sinker Nails VERSA-STRANDV,VERSASTUD@are
trademarks of Boise Cascade Wood
Products L.L.C.
aelse cascade Double 1-3/4"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor Beam\FB03
Dry 11 span I No cantilevers 10/12 slope January 15,2017 19:23:54
BC CALC@ Design Report
Build 5684 File Name: New—Col-37—Wellington—Way
Job Name: New Colonial Home Description:Designs\FB03
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Attic Floor Framing
B0 B1
Total Horizontal Product Length=12.02-00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 2,655/0 902/0
61,3-1/2" 2,565/0 90210
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125%
1 Attic Floor Load Unf.Area(Ib/ftA2) L 00-00-00 12-02-00 30 10 14-00-00
Controls Summary Value %Allowable Duration Case Location
Pas.Moment 9,739 ft-lbs 81.2% 100% 1 06-01-00
End Shear 2,853 lbs 46.4% 100% 1 01-00-12
Total Load Deft. 11270(0.52") 88.9% n/a 1 06-01-00
Live Load Defl. 0365(0.385") 98.6% n/a 2 06-01-00
Max Defl, 0.52" 52% n/a 1 06-01-00
Span/Depth 15.2 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim (L x W) Value Support er MembMaterial
SO Post 3-1/2"x 3-1/2" 3,457 lbs n/a 37.6% Unspecified
B1 Post 3-1/2"x 3-1/2" 3,457 lbs n/a 37.6% Unspecified
Notes
Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(Lt360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Page 1 of 2
Sol-Cascade Double 1-3/4"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor BeamXFB03
kw) IlEff= Dry 1 span No cantilevers 10112 slope January 15,2017 19:23:64
BC CALCQ Design Report
Build 5684 File Name: New_Col_37 Wellington Way
Job Name: New Colonial Home Description:Designs1FB03
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Attic Floor Framing
Disclosure
Connection Diagram
Completeness and accuracy of input must
s+-I b d be verified by anyone who would rely on
a output as evidence of suitability for
particular application.Output here based
on building code-accepted design
c properties and analysis methods.
.� Installation of Boise Cascade engineered
wood products must be in accordance with
current installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=5-1/4" (800)232-0788 before installation.
b minimum=3" d=24" BC CALCO,BG FRAMERO,AJST1°,
Member has n0 Side load& ALLJOISTO,BC RIM BOARD-,BCI4,
BOISE GLULAM-,SIMPLE FRAMING
Connectors are:16d Sinker Nails SYSTEM®,VERSA-LAMO,VERSA-RIM
PLUS(5,VERSA-RIM0,
VERSA-STRAND@,VERSA-STUN are
trademarks of Boise Cascade Wood
Products L.L.C.
1Q1S)Boisecascade Double 1-3/4"x 9-1/4"VERSA-LAMO 2.0 2800 DF Floor Beam\FB04
W Dry i 1 span(No cantilevers 10/12 slope January 15,2017 22:31:15
BC CALCO Design Report
Build 5684 File Name: New_Col 37_Wellington Way
Job Name: New Colonial Home Description:Designs\FB04
Address: Lot 6,#37 Wellington Way Specifier: Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Roof Framing
i I 2 I
i
1 o eo-w
BO Bi
Total Horizontal Product Length=10-00-00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
60,3-112" 2,400/0 1,117/0
61,3-1/2" 2,400/0 1,11710
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%_
1 Ceiling Load Unf.Area(Ib/ft^2) L 00-00-00 10-00-00 0 10 09-06-00
2 Roof Load Unf.Area(Ib/ftA2) L 00-00-00 10-00-00 40 10 12-00-00
Controls Summary Value %Allowable Duration Case Location
Pas.Moment 8,004 ft-lbs 66.8% 100% 1 05-00-00
End Shear 2,769 lbs 45% 100% 1 01-00-12
Total Load Defl. U403(0.284") 59.6% n/a 1 05-00-00
Live Load Defl. U591(0.194") 61% n/a 2 05-00-00
Max Defl. 0.284" 28.4% n/a 1 05-00-00
Span/Depth 12.4 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim (Lx W) Value Support MemberMaterial
BO Post 3-1/2"x3-1/2" 3,517 lbs n/a 38.3% Unspecified
B1 Post 3-1/2"x 3-1/2" 3,517 lbs n/a 38.3% Unspecified
Notes
Design meets Code minimum(L1240)Total load deflection criteria.
Design meets Code minimum(L/360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Page 1 of 2
H2�Boise Cascade Double 1-3/4"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor BeamT1304 '..
V/ Dry 11 span No cantilevers 0/12 slope January 15,2017 22:31:15
BC CALCO Design Report No
Build 5684 File Name: New—Col-37—Wellington—Way
Job Name: New Colonial Home Description:DesignsNFB04
Address: Lot 6,#37 Wellington Way Specifier: Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Roof Framing
Connection Diagram Disclosure
r►I b N—d Completeness and accuracy of input must
L� be verified by anyone whowould relyon
a output as evidence of suitability for
• �a a
particular application.Output here basad
on building code-accepted design
c properties and analysis methods.
Installation of Boise Cascade engineered
•� • wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=5-1/4" (800)232-0788 before installation.
b minimum=3" d=24"
BC CALCO.BC FRAMERO,AJS-
Member has no side loads. ALLJOISTO,BC RIM BOARD-,SCIO,
Connectors are:16d Sinker Nails BOISE GLULAMI-,SIMPLE FRAMING
SYSTEMO,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
VERSA-STRAND@,VERSA-STUD(D are
trademarks of Boise Cascade Wood
Products L.L.C.
/'V BolseCascade Triple 1-3/4"x 9-1/4"VERSA-LAMO 2A 2800 DF Floor Beam1FB05 '...
V! Dry I 1 span I No cantilevers 10/12 slope January 15,2017 22:57:03
BC CALCO Design Report
Build 5684 File Name: New_Col_37_Wellington_Way
Job Name: New Colonial Home Description:Designs\PB05
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 2nd Floor Framing
1 1 1 1 llli ! 1 1 ! 1 1
NO
BO B1
Total Horizontal Product Length=13-11-00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
80,3-1/2" 2,923/0 1,061/0
B1,3-1/2" 2,923/0 1,061/0
Live Dead Snow Wind Roof Llve Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 1601 125%
1 2nd Floor Load Unf.Area(Ib/ft^2) L 00-00-00 13-11-00 30 10 14-00-00
Controls Summary Value %Allowable Duration Case Location
Pas.Moment 12,961 ft-lbs 72.1% 100% 1 06-11-08
End Shear 3,375 Ids 36.6% 100% 1 01-00-12
Total Load Defl. L/265(0.61') 90.7% n/a 1 06-11-08
Live Load Def4. L/361(0.448") 99.8% n/a 2 06-11-08
Max Defl. 0.61" 61% n/a 1 06-11-08
Span/Depth 17.5 n/a n/a 0 00-00-00
%Allow
%Allow
Bearing Supports Dim.(L x W) Value Support Member Material
60 Post 3-1/2"x 3-1/2" 3,983 Ids n/a 43.4% Unspecified
B1 Post 3-1/2"x 3-1/2" 3,983 Ids n/a 43.4% Unspecified
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post B1.A connector is required at this bearing.
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(L1360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Page 1 of 2
(&Bolse'cascade Triple 1-314"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor Beam1FB05
�VlJJ Dry 1 span No cantilevers 10/12 slope January 15,2017 22:57:03
BC CALCO Design Report
Build 5684 File Name: New_Col_37_Wellington_Way
Job Name: New Colonial Home Description:Designs\FB05
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 2nd Floor Framing
Connection Diagram Disclosure
�►{b It f-d Completeness and accuracy of input must
L� be verified by anyone who would rely on
a II output as evidence of suitability for
o o particular application.Output here based
on building code-accepted design
Jproperties and analysis methods.
_ Installation of Boise Cascade engineered
a o c o wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=4-114" (800)232-0788 before installation.
b minimum=3" d=24"
BC CALCO,BC PRAMERE),AJS-,
e minimum=3° ALLJOISTO,BC RIM BOARD-,BCH
Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING
Member has no side loads. SYSTEM®,VERSA-LAMO,VERSA-RIM
PLUS®,VERSA-RIM@,
Connectors are:16d Sinker Nails VERSA-STRAND®,VERSA-STUD@ are
trademarks of Boise Cascade Wood
Products L.E.C.
Boiseeascade quadruple 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 DF Floor Beam1FB06
VJ Dry i 1 span I No cantilevers 10112 slope January 15,2017 23:55:20
BC CALCQi}Design Report
Build 5684 File Name: New_Col_37_Wellington Way
Job Name: New Colonial Home Description:DesignsiFBO6
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 2nd Floor Framing
� 1
14-00-06
BO B1
Total of Horizontal Design Spans=14-00-00
Reaction Summary(Down I Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO 6,38710 2,33410
B1 6,35310 2,28810
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 1601% 125%
1 2nd Floor Load Unf.Area(Ib/flA2) L 00-00-00 14-00-00 30 10 14-00-00
2 Attic Floor Load Unf.Area(lb/flA2) L 03-09-00 14-00-00 30 10 14-00-00
3 FB03 Point Load Cone.Pt.(lbs) L 03-09-00 03-09-00 2,555 928 n/a
Controls Summary value %Allowable Duration Case Location
Pas.Moment 32,710 ft-lbs 85.1% 100% 1 06-05-12
End Shear 8,103 lbs 51.3% 100% 1 01-00-12
Total Load Defl. L1284(0.592") 84.6% We 1 06-10-14
Live Load Defl. U386(0.435') 93.3% n/a 2 06-10.14
Max Defl. 0.592" 59.2% n/a 1 06-10-14
Span/Depth 14.1 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+
1/2 intermediate bearing
Design meets Code minimum(0240)Total load deflection criteria.
Design meets Code minimum(L1360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Minimum bearing length for BO is 1-11/16".
Minimum bearing length for B1 is 1-5/8".
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Fastener Manufacturer.Simpson Strong-Tie,Inc.
I
Page 1 of 2
bili)Boise Cascade Quadruple 1-3/4"x 11-7/8"VERSA-LAM0 2A 2800 DF Floor Beam\FB06
Dry 11 span No cantilevers 10112 slope January 15,2017 23:55:20
BC CALC®Design Report
Build 5684 File Name: New-COI-37-Wellington-Way
Job Name: New Colonial Home Description:Designs\FB06
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 2nd Floor Framing
Connection Diagram Disclosure
,.� b if .._d Completeness and accuracy of input must
be verified by anyone who would rely on
e output as evidence of suitability for
particular application.Output here based
on building code-accepted design
. i_•� properties and analysis methods
Installation of Boise Cascade engineered
wood products must be in accordance with
current installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=1-1I2"c=8-718" (800)232-0788 before installation.
b minimum=6" d=24"
e minimum=1" BC CALCO,BC FRAMER�,AJSTM
ALLJOISTO,BC RIM BOARD-,BCIQD,
Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAM",SIMPLE FRAMING
point loads, lease consult a technical representative or professional of Record. SYSTEMV,VERSA-RI
VERSALAhd�,VERSA-RIM
P P P P PLUS�,VERSA-RIMS,
Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from VERSA-STRANDO,VERSA-STUDO are
each side. trademarks of Boise Cascade Wood
Install Screws with screw heads in the loaded ply. Products L.L.C.
Member has no side loads.
Connectors are:SDW22634
Boise cascade Double 1-3/4"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor BeamkFB07
V/ Dry I 1 span I No cantilevers 0/12 slope January 16,2017 00:01:32
BC CALC@ Design Report
Build 5684 File Name: New_Col_37_Wellington_Way
Job Name: New Colonial Home Description:DesignsTB07
Address: Lot 6,#37 Wellington Way Specifier: Floor(Roof Support Beam
City,State,Zip:North Andover,MAO 1845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 2nd Floor Framing
I I I 2 i I I
80 B1
Total Horizontal Product Length=07-06-00
Reaction Summary(Down I Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 3,675/0 1,081/0
B1,3-1/2" 3,675/0 1,081/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 1251
1 2nd Floor Load Unf.Area(Ib/R^2) L 00-00-00 07-06-00 30 10 07-00-00
2 Attic Floor Load Unf.Area(Ib/ft^2) L 00-00-00 07-06-00 30 10 07-00-00
3 Roof load Unf.Area(Ib/ft^2) L 00-00-00 07-06-00 40 10 14-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 7,861 ft-lbs 65.6% 100% 1 03-09-00
End Shear 3,409 lbs 55A% 100% 1 01-00-12
Total Load Defl. 1-1556(0.152") 43.2% n/a 1 03-09-00
Live Load Defl. 0999(0.117") n/a n/a 2 03-09-00
Max Defl. 0.152" 15.2% n/a 1 03-09-00
Span I Depth 9.1 n/a n/a 0 00-00-00
%Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 4,756 lbs n/a 51.8% Unspecified
B1 Post 3-1/2"x 3-1/2" 4,756 lbs n/a 51.8% Unspecified
Notes
Design meets Code minimum(1-1240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Page 1 of 2
t2lacise cascade Double 1-314"x 9-1/4"VERSA-LAM®2.0 2800 DF Floor BeamT1307
LTJ Dry 11 span No cantilevers 0112 slope January 16,2017 00:01:32
BC CALC0 Design Report
Build 5684 File Name: New—Col-37—Wellington—Way
Job Name: New Colonial Home Description:Designs1FB07
Address: Lot 6,#37 Wellington Way Specifier: Floor/Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 2nd Floor Framing
Connection Diagram Disclosure
�I b d Completeness and accuracy of input must
L� be verified by anyone who would rely on
a I output as evidence of suitability for
—• • particular application.Output here based
on building code-accepted design
c r� properties and analysis methods.
•� Installation of Boise Cascade engineered
• wood products must be in accordance with
current installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c=5-114" (800)232-0788 before installation.
b minimum=3" d=24"
BC CALCO,BC FRAMER@,AJS-,
Member has no side loads. ALLJOIST®,BC RIM BOARW-,BCH
Connectors are:16d Sinker Nails BOISE GLULAM-,SIMPLE FRAMING
SYSTEM@,VERSA-LAM@,VERSA-RIM
PLUSO,VERSA-RIM®,
VERSA-STRAND,VERSA-STUD@are
trademarks of Boise Cascade Wood
Products L.L.C.
�boiseCascade Triple 1-314"x 11-1/4"VERSA-LAM(g)2.0 2800 DF Floor Beam\FB08
V! Dry(1 span No cantilevers 10/12 slope January 16,2017 00:37:32
BC CALCO Design Report
Build 5684 File Name: New_Col_37_Wellington_Way
Job Name: New Colonial Home Description:Designs1FBO8
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Mlsc: See 1st Floor Framing
1
BO B1
Total Horizontal Product Length=13-11-00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof Live
BO,3-1/2" 3,897/0 1,080/0
B1,3-1/2" 3,89710 1,080/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 1st Floor Load Unf.Area(Ib/ftA2) L 00-00-00 13-11-00 40 10 14-0000
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 16,192 ft-lbs 62.2°! 100% 1 06-11-08
End Shear 4,097 Itis 36.5% 100% 1 01-02-12
Total Load Dell. 1-/381(0.424") 63% n/a 1 06-11-08
Live Load Defl. L1487(0.332') 74% n/a 2 06-11-08
Max Defl. 0.424" 42.4% n/a 1 06-11-08
Span/Depth 14.4 n/a n/a 0 00-00-00
*1 Allow %Allow
Bearing Supports Dim.(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 4,976 lbs n/a 54.2% Unspecified
B1 Post 3-1/2"x 3-1/2" 4,976 lbs hla 54.2% Unspecified
Cautions
Member is not fully supported at post BO.A connector is required at this bearing.
Member is not fully supported at post B1. A connector is required at this bearing.
Notes
Design meets Code minimum(LT240)Total load deflection criteria.
Design meets Code minimum(1-1360)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Page 1 of 2
(VI' B.iseCascade Triple 1-3/4"x 11-1/4"VERSA-LAM(g)2.0 2800 DF Floor Beam1F608 '..
VV// 11111111= Dry 1 span No cantilevers 10112 slope January 16,2017 00:37:32
BC CALC(5 Design Report
Build 5684 File Name: New Col-37—Wellington—Way
Job Name: New Colonial Nome Description:Des1gns\FB08
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See 1st Floor Framing
Connection Diagram Disclosure
b d— Completeness and accuracy of input must
be verified by anyone who would rely on
a
• • o output as application.
of suitability for
particular application.Output here based
on c •
properties building code-acceptedmethods-
Installation
nd nalysia hods-
hstallation of Boise Cascade engineered
a • wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain Installation Guide
a minimum=2" c=6-114"' or ask questions,please call
(800)232-0788 before Installation.
b minimum=3" d=24"
e minimum=3" BC CALCO,BC FRAMERS,AJSTm
ALLJOISTO,BC RIM BOARD-,BC18,
Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING
Member has no side loads. SYSTEM®,VERSA-LAMO,VERSA-RIM
PLUS®,VERSA-RIM@,
Connectors are:16d Sinker Nails VERSA-STRANDO,VERSA-STUD@are
trademarks of Boise Cascade Wood
Products L.L.C.
( yeotse Cascade Quadruple 2 x 10 SPF#2 Floor Beam1FB09
Dry 16 spans I No cantilevers 10/12 slope January 16,2017 00:47:31
BC CALCO Design Report
Build 5684 File Name: New_Col_37_Wellington—Way
Jab Name: New Colonial Home Description:Designs1FBO9
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: NLGA Misc: See 1st Floor Framing
,9
0&-00-00 06-04-00 OS-09.00 07-09-00 08-0040 08-03-00
BO B1 B2 B3 84 B5 B6
Total of Horizontal Design Spans=42-01.00
Reaction Summary(Down/Uplift)(lbs)
Bearing Live Dead Snow Wind Roof live
SO 3,6781359 1,026/0
B1 8,05910 2,35710
B2 5,586/0 1,220/0
B3 4,755/0 1,013/0
B4 5,091/0 1,191/0
85 5,469/0 1,40010
B6 2,078/219 50710
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125%
1 1st Floor Load Unf.Area(Ib/ft12) L 00-00-00 42-01-00 40 10 14-00-00
2 2nd Floor Load Unf.Area(Ib/ft12) L 00-00-00 12-04-00 30 10 14-00-00
3 Attic Floor Load Unf.Area(Ib/ft^2) L 00-00-00 04-00-00 30 10 14-00-00
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 5,650 ft-lbs 82.3% 100% 2 02-06-10
Neg.Moment -6.449 ft-lbs 94% 100% 4 06-00-00
End Shear 3,024 lbs 60.5% 100% 2 00-11-00
Cont.Shear 4,415 lbs 88.4% 100% 4 05-01-00
Total Load Defl. L/999(0.088") nla n/a 3 38-01-14
Live Load Dell. L/999(0.074") n/a n/a 11 38-01-14
Total Neg.Dell. L/999(-0.037') n/a n/a 3 30-01-07
Max Defl 0.088" nla n/a 3 38-01-14
Span/Depth 10.6 nla n/a 0 00-00-00
Notes
'age 1 of 2
Bohecascade Quadruple 2 x 10 SPF#2 Floor Beam1F13109
Dry 16 spans I No cantilevers 10/12 slope January 16,2017 00:47:31
BC CALC®Design Report
Build 5684 File Name: New Col37_Wellington_Way
Job Name: New Colonial Home Description:Designs\F_809
Address: Lot 6,#37 Wellington Way Specifier: Floor Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: NLGA Misc: See 1st Floor Framing
Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ Disclosure
1/2 intermediate bearing Completeness and accuracy of input must
Design meets Code minimum(U240)Total load deflection criteria. be verified by anyone who would rely on
Design meets Code minimum(U360)Live load deflection criteria. output as evidence of suitability for
Design meets arbitrary 1" Maximum total load deflection criteria. on building codular e-accepted
Output here based
9 ry{ ) on building code-accepted design
Minimum bearing length for SO is 1-7/8". properties and analysis methods.
Minimum bearing length for B1 is 4-1/16". Installation of Boise Cascade engineered
Minimum bearing length for B2 is 2-11116".
wood products must be in accordance with
current Installation Guide and applicable
Minimum bearing length for B3 Is 2-1/4". building codes.To obtain Installation Guide
Minimum bearing length for B4 is 2-7/16". or ask questions,please can
Minimum bearing length for B5 is 2-11/16". (800)232-x768 before installation.
Minimum bearing length for B6 is 1-1/2". BC CALCw,BC FRAMER0,AJS-,
Calculations assume member is fully braced. ALUOISTO,BC RIM BOARD-,BCI®,
Design based on Dry Service Condition. BOISE GLULAM-,SIMPLE FRAMING
The analysis of solid sawn wood members is in accordance with the NQS and is limited to the SYSTEM®,VERSA-LAM®,VERSA-RIM
output shown above. All other support and design for these products,including but not PLUSO,VERSA-RIM®,
limited to notching,connections,installation,and en ineer/architect certification is the VE trademarks
ANDS,VERSA-STUDS a e
9 trademarks of Boise Cascade Wood
responsibility of the project's design professional of record. Products LLC.
flTlablse Cascade Triple 1-3/4"x 9-1/4"VERSA-LAMO 2A 2800 DF Roof Beam1RB01
�t.J
BC CALC®Design Report Dry 1 span No cantilevers 110/12 slope January 15,2017 22:28:57
Build 5684 File Name: New Col_37_Wellington_Way
Job Name: New Colonial Home Description:Designs1RB01
Address: Lot 6,#37 Wellington Way Specifier: Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Roof Framing
21 1z
so -
B1
Total Horizontal Product Length=12-00-00
Reaction Summary(Down/Uplift)(tbs)
Bearing Live Dead Snow Wind Roof rive
BO,3-1/2 1,208/0 2,760/0
B1,3-1/2" 885/0 2,067/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End100% 90°( 115% 360% 1251/
1 Standard Load Unf.Area(Ib/ftA2) L 00-00-00 12-00-00 13 40 05-00-00
2 FB04 Point Loaad Cone.Pt.(lbs) L 04-04-00 04-04-00 1,117 2,400 n/a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 13,593 ft-lbs 65.7% 115% 4 04-04-00
End Shear 3,873 lbs 36.5% 115% 4 00-03-08
Total Load Defl. L/258(0.699") 69.7% n/a 4 05-09-00
Live Load Defl. U372(0.485") 64.5°% n/a 5 05-09-00
Max Dell. 0.699" 69.9°% n/a 4 05-09-00
Span/Depth 15 n1a n/a 0 00-00-00
Allow %Allow
Bearing Supports Dim(L x W) Value Support Member Material
BO Post 3-1/2"x 3-1/2" 3,968 lbs n/a 43.2% Unspecified
B1 Post 3-1/2"x 3-1/2" 2,952 lbs n/a 321% Unspecified
Slope and Cut Length Slope Fascia Depth Horiz Length Product Length
Plumb Cut with Hanger to dbl.top plate 10/12 1-3/4" 12-00.00 16-03-02
Cautions
Member is not fully supported at post BO. A connector is required at this bearing.
Member is not fully supported at post B1. A connector is required at this bearing.
Notes
Design meets Code minimum(L/180)Total load deflection criteria.
Design meets Code minimum(0240)Live load deflection criteria.
Design meets arbitrary(1")Maximum total load deflection criteria.
Calculations assume member is fully braced.
Design based on Dry Service Condition.
Fastener Manufacturer:Simpson Strong-Tie,Inc.
Page 1 of 2
(Tl Boise Cascade Triple 1-3/4"x 9-1/4"VERSA-LAM®2.0 2800 DF Roof Beam1R13101
EgEg\\TY! Dry 1 span No cantilevers 10/12 slope January 15,2017 22:28:57
BC CALC(e}Design Report
Build 5684 File Name: New_Col_37_Wellington Way
Job Name: New Colonial Home Description:DesignstRB01
Address: Lot 6,#37 Wellington Way Specifier: Roof Support Beam
City,State,Zip:North Andover,MA 01845 Designer: KK
Customer: Company: KDK Design
Code reports: ESR-1040 Misc: See Roof Framing
Connection Diagram Disclosure
b L— d—� Completeness and accuracy of input must
L. be verified by anyone who would rely on
a i output as evidence of suitability for
• particular application.Output here based
on building code-accepted design
properties and analysis methods.
• l• • Installation of Boise Cascade engineered
wood products must be in accordance with
current Installation Guide and applicable
building codes.To obtain installation Guide
or ask questions,please call
a minimum=1-1/2"c=6-1/4" (800)232-0788 before installation.
b minimum=6" d=24"
e minimum=1" BC CALCO,BC FRAMER®,AJS-,
ALLJOISTO,BC RIM BOARD-,BCIV,
Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMI-,SIMPLE FRAMING
BvVERSA-LAW,VERSA-RIM
Point loads,please consult a technical representative or professional of Record. PLUSQ),VERSA-RIMO,
Install Screws with screw heads in the loaded ply. VERSASTRANDrd,VERSA-STUDS are
Member has no side loads. trademarks of Boise Cascade Wood
Connectors are:SDW22500 Products L1.C.
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lZ 2�4G'
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LPO-721-2114
R,SEWED BY
"'SPECTOR
E—(� ����® "-- NCTT, These plans are intended for the a of a licensed contra for.If is
INSPECTIONAL" SERVICES the resporslbdlfy of the conlracfot to verify corpliance with all local building
'1g"��NORTH ANDOVER codes.Ilorreowrer/confracfor fo verify di�er�ion5,proaoyed rayon'and
building r7alerials to be used prior to proceea'inq with cong}ruclior,.
Snr;�: ;�r lZ c:,r�:lrlZ/Z.r.•f7 "a`
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Peor,fflevulion Leff Elevolion
GENERAL NOTES:
1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE-PINE-FIR OR BETTER.
BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY.
6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU
2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL FLOORS SHALL BE COMPLETELY FIRE CAULKED.
APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY
OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY 7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION.
TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE
CONSTRUCTION DOCUMENTS. 8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA-LAM INSTALLATION.
3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND
DISPOSED OF PROPERLY.
4, ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT
DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER.
STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES
THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER / 1
SEPERATE CONTRACT AND TERMS.
AGN
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NOTES: roundcflon Plan
1, ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED
BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY.
onoTO-~7 l00/:4 f`1
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NOTES:
1, ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED Znd f"loor Lcyoul
BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY,
2. WINDOW CALLOUTS ARE FOR ANDERSON 400 SERIES WINDOWS.
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1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED p
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1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED
BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. SCA-/E'51/6"—P
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NOTES:
1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED
BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY.
G(055 �cCfI0l1
2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. 10
3. FOR ADDITIONAL FRAMING INFORMATION SEE FRAMING PLAN.!
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1, ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED
BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. (5afage Gro-,5-,5 —'-�)ec!1
l on
2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. SGjfL�, !l�u tl
3. FOR ADDITIONAL FRAMING INFORMATION SEE FRAMING PLAN.
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GENERAL NOTES: j
/ 1
! 1
1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED
I ( a
8Y THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. \ \ Wood 5t2 4cd Pm'MuslPcG..ntnratSPror,
2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL -opcfwoTT £'/�'fdvv.1/
APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY
OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY
TO.THIS PROJECT SHALL BE CONSIDERED AS PART OF THE
CONSTRUCTION DOCUMENTS.
3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND -
DISPOSED OF PROPERLY.
4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT
DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER.
STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES
THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER
SEPERATE CONTRACT AND TERMS,
5. FRAMING LUMBER SHALL BE N0. 2 GRADE SPRUCE—PINE—FIR OR BETTER.
6. ALL PENETRATIONS (PLUMBING, ELECTRICAL, HEATING, ETC.) THRU
FLOORS SHALL BE COMPLETELY FIRE CAULKER t
7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION, 5heglwai1
8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA—LAM INSTALLATION.
5�i�:3ti�"-;,,Qn 2