HomeMy WebLinkAboutBuilding Permit #055-2017 - 254 GREAT POND ROAD 7/18/2016 (3) NORTH
BUILDING PERMIT 0 tt-06gry
TOWN OF NORTH ANDOVER
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APPLICATION FOR PLAN EXAMINATION
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Permit No#• Date Received �RA�RATEo
�SSACHUSES
Date Issued: l6
IMPORTANT: Applicant must complete all items on this page
LOCATION
PoAd Vilyl- -
Print ,✓
PROPERTY OWNER ���vt �) (,�Ip
Print100 Year Structure yes no
MAP PARCEL:_ZONING DISTRICT: Historic District yes no
Machine Shop Village yes no
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building XOne family
❑Addition ❑Two or more family ❑ Industrial
❑Alteration No. of units: ❑ Commercial
Repair, replacement ❑ Assessory Bldg ❑ Others:
Demolition ❑ Other
❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District
0 Water/Sewer
�e,,✓DESCRIPTION OF WORK TO BE PERFORMED:
Identification-.Please T pe or Print Clearly
OWNER: Name: ,' d1�r �/ � Phone:
Address:
Contractor Name:�� ZtJal)UI��� Phone:
Email:
Address: � 7
Supervisor's Construction License:� Q � Exp. Date:
Home Improvement License_ r Exp. Date: ��!
ARCHITECT/ENGINEER ( i6t,,,_ ti� /-�6J _ Phone:
Address: al -y- 4q: V-' Reg. No.
FEE SCHEDULE.BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $� ado , FEE: $ 4
Check No.: z fZ Receipt No.: 3
NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund
Plans Submitted ❑ Plans Waived ❑ Certified Plot PlanStamped Plans
TYPE OF SEWERAGE DISPOSAL
Public Sewer Tanning/Massage/Body Art ❑ Swi nming Pools ❑
well ❑ Tobacco Sales ❑
Food Packaging/Sales ❑
Private(septic tank,etc. ❑ permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF m U FORM
PLANNING & DEVELOPMENT Reviewed On ��� �� Signature_
J
COMMENTS PE-a- U3SP ` 1 i c(11� 1 �,5�lo�-s- �-nc�1l '( ��.C�e h'IQMt� -71 K- jI �
f ryy r a4-i-V41,v d -770A Wtl( ea l y 7-z �o e x4 ✓e7-rD it P-t p Le-ad /j// Ce mew nan;�S
IA( .Qr-_ Pe-rtA<< y kr q 6 MU, t4e7? t /m5ub. C,hc� cz. r ago -7I`S1 i tm
CONSERVATION Reviewed on Signature
COMMENTS
HEALTH Revie e o Signature
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decisionlreceipt submitted yes
Planning Board Decision: Comments
z
Conservation Decision: Comments
:3
Water& Sewer ConnectionlSiglnature& Date Driveway Permit
DPW Town Engineer: Signature:
Located 384 Osgood Street
FIREtDEPARTMENT - Tem Du
_.
a; p rnpster onsite•
Located at�1a24iMam�Street ° • `" _F -�
Fire�De,p rpq si /date
_ ,gnature 7n�� j�
COMMENTS-
� NORT1�
n over
Town of
No.
h * ver Mass Z(3
� 0'P�reo
U BOARD OF HEALTH
Food/Kitchen
PERMIT T LD Septic System
THIS CERTIFIES THAT .../49!Ite1R... .... ... ...... ..�. .,�, BUILDING INSPECTOR
............. ................
Foundation
has permission to erect .......................... buildings on . ........ ... .. .. .. .
Rough
to be occupied a ::TA ., ,.. .. ... ....2.. Chimney
provided that the person accept g this permit shall in every espect conform to the termg 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
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR
UNLESS CONSTRU TION Rough
Service
... .. . . . . ... ...
....
Fina
BUILDING IN TO......
GAS INSPECTOR
Occupancy Permit Required to Occupy Building 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.
®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1331-A
Dry 2 spans No cantilevers 10/12 slope June 30, 2016 16:13:19
BC CALCO Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-A
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
2
3E V
12-00-00 12-00-00
BO B1 B2
Total of Horizontal Design Spans=24-00-00
Reaction Summary(Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 210/30 351 /0 975/0
B1 600/0 1,171 /0 3,000/0
B2 210/30 351 /0 975/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area (Ib/ft^2) L 00-00-00 24-00-00 20 10 02-00-00
2 ROOF Unf.Area (Ib/ft"2) L 00-00-00 24-00-00 10 50 04-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 3,163 ft-lbs 8.6% 115% 4 04-08-14
Neg. Moment -5,005 ft-lbs 13.6% 115% 6 12-00-00
Neg. Moment -5,005 ft-lbs 13.6% 115% 6 12-00-00
End Shear 1,031 lbs 7.6% 115% 4 01-00-12
Cont. Shear 1,770 lbs 13% 115% 6 13-01-10
Total Load Defl. L/999 (0.046") n/a n/a 4 05-04-03
Live Load Defl. L/999 (0.035") n/a n/a 20 18-06-14
Total Neg. Defl. L/999 (-0.003") n/a n/a 12 10-08-08
Max Defl. 0.046" n/a n/a 4 05-04-03
Span/Depth 12.1 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Lehgth(s)= Clear Span + 1/2 min. end bearing + 1> .
1/2 intermediate bearing
Design meets Code minimum (L/240)Total load deflection criteria. Y qki
Design meets Code minimum (L/360) Live load deflection criteria. '•
,;rah C ?
Minimum bearing length for BO is 1-1/2". L n,.
Minimum bearing length for B1 is 1-1/2". ®
Minimum bearing length for B2 is 1-1/2". a ST'"` A,
Calculations assume Member is Fully Braced.
ao >3j34
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Fastener Manufacturer:TrussLok (tm) -
1 ;
Page 1 of 2
®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam11331-A
Dry 2 spans No cantilevers 10/12 slope June 30, 2016 16:13:19
BC CALCO Design Report -
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-A
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
�►I b d Completeness and accuracy of input must
L be verified by anyone who would rely on
a output as evidence of suitability for
• • • particular application.Output here based
C on building desi
ed
• • • pr pertie and a alys stme hods•
Installation of Boise Cascade engineered
wood products must be in accordance with
e current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum =2" c=7-7/8" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum = 1" BC CALCO,BC FRAMER@,AJSTM"
ALLJOISTO,BC RIM BOARD M,BCI@),
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT" SIMPLE FRAMING
All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@,VERSA-LAM@,VERSA-RIM
PLUS@,VERSA-RIM@,
Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are
Connectors are: FMTSL005 trademarks of Boise Cascade Wood
Products L.L.C.
®Boise Cascade Quadruple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam11331-13
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:09:49
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-B
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
4
6
5
3
2
29-00-00
BO
61
Total of Horizontal Design Spans=29-00-00
Reaction Summary (Down /Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO 5,466/0 5,023/0 6,223/0
B1 4,914/0 4,170/0 4,714/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FLOOR Unf.Area (Ib/ft^2) L 00-00-00 29-00-00 40 10 05-06-00
2 CEILING LOW Unf.Area (Ib/ft^2) L 00-00-00 25-00-00 20 10 02-06-00
3 ROOF HIGH Unf.Area (Ib/ft^2) L 00-00-00 25-00-00 10 50 05-09-00
4 WALL Unf. Lin. (Ib/ft) L 00-00-00 25-00-00 0 80 n/a
5 CEILING HIGH Unf.Area (Ib/ft"2) L 00-00-00 25-00-00 20 10 05-06-00
6 ROOF LOW Unf.Area (Ib/ft"2) L 00-00-00 25-00-00 10 50 03-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 98,605 ft-lbs 53.3% 115% 3 14-03-01
End Shear 11,791 lbs 32.1% 115% 3 02-00-14
Total Load Defl. L/378 (0.92") 63.5% n/a 3 14-07-05
Live Load Defl. L/595 (0.585") 60.5% n/a 6 14-07-05
Max Defl. 0.92" n/a n/a 3 14-07-05
Span/Depth 14.5 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + "" : ,, '44 .
1/2 intermediate bearing .� ai '0 � 1
<-t
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.; morin; F-
Minimum bearing length for BO is 2-5/8".
Minimum bearing length for B1 is 2-3/16".
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8 were ignored in the results.
Fastener Manufacturer.TrussLok (tm)
`It •-.wt
Page 1 of 2
®Boise Cascade Quadruple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam11331-13
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:09:49
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-B
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
�►{ b d Completeness and accuracy of input must
a be verified by anyone who would rely on
a . . output as evidence of suitability for
C particular application.Output here based
on building code-accepted design
properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
e current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" C= 10" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum — 1" BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARD-,BCI®,
BOISE GLULAMT"^ SIMPLE FRAMING
Calculated Side Load = 350.0 Ib/ft SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from VERSA-STRAND®,VERSA-STUD®are
each side. trademarks of Boise Cascade Wood
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Products L.L.C.
All TrussLok screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMTSL634
®Boise Cascade Quadruple 1-3/4" x 20" VERSA-LAM® 2.0 3100 SP Floor Beam11331-C
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:20
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-C
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
i
25-00-00
BO 131
Total of Horizontal Design Spans=25-00-00
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 5,250/0 1,819/0
B1 5,250/0 1,819/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 25-00-00 40 10 10-06-00
Controls Summary Value %,Allowable Duration Case Location
Pos. Moment 44,183 ft-lbs 38.8% 100% 1 12-06-00
End Shear 6,085 lbs 22.9% 100% 1 01-08-14
Total Load Defl. L/563 (0.533") 42.6% n/a 1 12-06-00
Live Load Defl. L/759 (0.396") 47.5% n/a 2 12-06-00
Max Defl. 0.533" n/a n/a 1 12-06-00
Span/Depth 15 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Fastener Manufacturer:TrussLok(tm)
t 1J1. i
nr
'D-tN C l
'= CSL.
;..x Yom_�'�• Y'
o � J
Page 1 of 2
®Boise Cascade Quadruple 1-314" x 20" VERSA-LAM® 2.0 3100 SP Floor Beam1B31-C
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:20
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-C
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
b f-a Completeness and accuracy of input must
be verified by anyone who would rely on
a output as evidence of suitability for
C particular application.Output here based
on building code-accepted design
properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
e current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum =2" c=8" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum — 1" BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARD TM^,BCI®,
Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from BOISE GLULAMT"' SIMPLE FRAMING
each side. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND®,VERSA-STUD®are
All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood
Member has no side loads. Products L.L.C.
Connectors are: FMTSL634
®Boise Cascade Triple 1-314" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam11331-D
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:20
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-D
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
a
i 6
5
3
2
i
25-00-00
BO 61
Total of Horizontal Design Spans=25-00-00
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 4,750/0 4,237/0 5,469/0
B1 4,750/0 4,237/0 5,469/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FLOOR Unf.Area (Ib/ft"2) L 00-00-00 25-00-00 40 10 05-06-00
2 CEILING LOW Unf.Area (Ib/ft^2) L 00-00-00 25-00-00 20 10 02-06-00
3 ROOF HIGH Unf.Area (Ib/ft^2) L 00-00-00 25-00-00 10 50 05-09-00
4 WALL Unf. Lin. (Ib/ft) L 00-00-00 25-00-00 0 80 n/a
5 CEILING HIGH Unf.Area (Ib/ft^2) L 00-00-00 25-00-00 20 10 05-06-00
6 ROOF LOW Unf.Area (Ib/ft^2) L 00-00-00 25-00-00 10 50 03-00-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 74,384 ft-lbs 53.7% 115% 3 12-06-00
End Shear 9,928 lbs 36.1% 115% 3 02-00-14
Total Load Defl. L/434 (0.692") 55.3% n/a 3 12-06-00
Live Load Defl. L/673 (0.446") 53.5% n/a 6 12-06-00
Max Defl. 0.692" n/a n/a 3 12-06-00
Span/Depth 12.5 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria. d+ s
Minimum bearing length for BO is 3". `''N L
Minimum bearing length for B1 is 3".
Calculations assume Member is Fully Braced.
Design based.on Dry Service Condition.
Deflections less than 1/8"were ignored in the results. .,
Fastener Manufacturer.TrussLok(tm) .{,
Page I of 2
®Boise'
Cascade Triple 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP Floor Beam1B31-D
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:20
BC CALCO Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-D
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
�►{ b d Completeness and accuracy of input must
a be verified by anyone who would rely on
a . . . output as evidence of suitability for
C particular application.Output here based
on building code-accepted design
properties and analysis methods.
0 0 Installation of Boise Cascade engineered
wood products must be in accordance with
e - current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum =2" C= 10" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum — 1" BC CALC@,BC FRAMER@,AJSTM,
ALLJOIST@,BC RIM BOARD TM,BCI®,
BOISE GLULAMTM^ SIMPLE FRAMING
Calculated Side Load = 350.0 Ib/ft SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS@,VERSA-RIM®,
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND@,VERSA-STUD®are
All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood
Connectors are: FMTSL005 Products L.L.C.
ASN Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1B31-E
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:20
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-E
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer: ,
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
3
2
1 ,
13-00-00 AL
BO 61
Total of Horizontal Design Spans=13-00-00
Reaction Summary (Down/ Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
BO 5,200/0 1,976/0
B1 5,200/0 1,976/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 FLOOR Unf.Area (Ib/ft"2) L 00-00-00 13-00-00 30 10 10-00-00
2 ROOF Unf.Area (Ib/ft^2) L 00-00-00 13-00-00 50 10 10-00-00
3 WALL Unf. Lin. (Ib/ft) L 00-00-00 13-00-00 0 80 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 23,324 ft-lbs 54.8% 100% 1 06-06-00
End Shear 6,003 lbs 38% 100% 1 01-00-12
Total Load Defl. L/430 (0.363") 55.9% n/a 1 06-06-00
Live Load Defl. L/593(0.263") 60.7% n/a 2 06-06-00
Max Defl. 0.363" n/a n/a 1 06-06-00
Span/Depth 13.1 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Minimum bearing length for BO is 1-1/2".
Minimum bearing length for B1 is 1-1/2".
Calculations assume Member is Fully Braced. R`y'e U" '`� r'+
Design based on Dry Service Condition. � ' yr ,
Deflections less than 1/8"were ignored in the results. ^`
Fastener Manufacturer:TrussLok (tm)
u rt.
i v0 i ^4
����,�
Page 1 of 2
®Boise Cascade Quadruple 1-314" x 11-718" VERSA-LAM® 2.0 3100 SP Floor Beam\B31-E
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:20
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\B31-E
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram _ Disclosure
�{ b d Completeness and accuracy of input must
LI 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
properties and analysis methods.
• • • Installation of Boise Cascade engineered
wood products must be in accordance with
current Installation Guide and applicable
e building codes.To obtain Installation Guide
or ask questions,please call
a minimum =2" c=7-7/8" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum — 1" BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARD-,BCI®,
Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from BOISE GLULAMT" SIMPLE FRAMING
each Side. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND®,VERSA-STUD®are
All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood
Member has no side loads. Products L.L.C.
Connectors are: FMTSL634
®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1HDR AT 1331-D_13
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:21
BC CALCO Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\HDR AT B31-D_B
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
i
04-00-00
BO 1311
Total of Horizontal Design Spans=04-00-00
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 2,731 /0 2,539/0 3,109/0
B1 2,735/0 2,542/0 3,114/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 PTLOAD FROM 24... Conc. Pt. (Ibs) L 02-00-00 02-00-00 5,466 5,023 6,223 n/a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13,813 ft-lbs 57.4% 115% 3 02-00-00
End Shear 6,916 lbs 63.5% 115% 3 00-10-06
Total Load Defl. L/999 (0.042") n/a n/a 3 02-00-00
Live Load Defl. L/999 (0.027') n/a n/a 6 02-00-00
Max Defl. 0.042" n/a n/a 3 02-00-00
Span/Depth 5.1 n/a n/a 0 00-00-00
Notes
Entered/Displayed Horizontal Span Length(s) Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Minimum bearing length for BO is 1-3/4".
Minimum bearing length for 61 is 1-3/4".
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
Fastener Manufacturer:TrussLok(tm)
rh. L r,t'
t
(�1►/Bolsecascade Triple 1-3/4" x 9-112" VERSA-LAM® 2.0 3100 SP Floor Beam1HDR AT B31-D_B
LTJ Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:21
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\HDR AT B31-D_B
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
�I b d Completeness and accuracy of input must
LI 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
properties and analysis methods.
• • • Installation of Boise Cascade engineered
wood products must be in accordance with
e current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum =2" c= 5-1/2" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum — 1" BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARD TM^,BCI®,
Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMT" SIMPLE FRAMING
point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND®,VERSA-STUD®are
All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood
Member has no side loads. Products L.L.C.
Connectors are: FMTSL005
T J Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam\111341
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:21
BC CALCO Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\RB41
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
__�o
12
25-06-00
BO 61
Total of Horizontal Design Spans=25-06-00
Reaction Summary (Down/ Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 2,357/0 6,694/0
B1 2,357/0 6,694/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 ROOF Unf.Area (Ib/ft^2) L 00-00-00 25-06-00 15 50 10-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 57,699 ft-lbs 71.7% 115% 4 12-09-00
End Shear 7,934 lbs 38.4% 115% 4 01-06-14
Total Load Defl. L/231 (1.323") 77.8% n/a 4 12-09-00
Live Load Defl. L/313 (0.979") 76.8% n/a 5 12-09-00
Max Defl. 1.323" n/a n/a 4 12-09-00
Span/Depth 17 n/a n/a 0 00-00-00
Cautions
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow
surcharge load.
Notes
Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing +
1/2 intermediate bearing
Design meets Code minimum (L/180)Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Minimum bearing length for BO is 2-5/16".
Minimum bearing length for B1 is 2-5/16".
Calculations assume Member is Fully Braced.
Design based on Dry Service Condition. .�? G! L
Deflections less than 1/8"were ignored in the results.
Fastener Manufacturer:TrussLok(tm) U
elk
.0 s;
Page 1 of 2
Massachusetts =Department of Public Safety
�i 11l �(�.
Burd of Bu. ze aara�na�e.u�ec� a a- _j
'fairs
Building Regulations and Standards. Office of Consumer At
`f'9irs&Business Regulation
Construction 5ti rvisorOIsr1E IMPROVEMENT CONTRACTOR
License; CS-069599 , I i o egistration {138835 Type:
•`��.►.jr.s ' xpiration:,_--5%21%20;1.7; Individual
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KEVINFCiJN1VIF, `� N. I '1 ,"%
211 SEVEN STAW.' i KEVIN F.CUNNIFF`I�)`qln,
-
GROVELAND MA 01834
KEVIN CUNNIFF �
211 SEVEN STAR RDS
Expiration GROVELAND, ISA 01834"-?
Undersecretary
Commissioner 09/29/2016
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l�►)Boise Cascade y
�.J Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof BeamIRB41
Dry 1 span No cantilevers 10/12 slope June 30, 2016 16:13:21
BC CALC®Design Report
Build 4516 File Name: 15325 Garage2
Job Name: 15-325 254 GREAT POND Description: Designs\RB41
Address: 254 GREAT POND Specifier:
City, State, Zip: NORTH ANDOVER, MA Designer:
Customer: Company: GELINAS STRUCTURAL ENGINEERING LLC
Code reports: ESR-1040 Misc:
Connection Diagram Disclosure
�.I b d Completeness and accuracy of input must
LI be verified by anyone who would rely on
a output as evidence of suitability for
• • • particular application.Output here based
C
on building code-accepted design
�_ • properties and analysis methods.
Installation of Boise Cascade engineered
wood products must be in accordance with
e k. current Installation Guide and applicable
building codes.To obtain Installation Guide
or ask questions,please call
a minimum=2" c= 14" (800)232-0788 before installation.
b minimum =4" d =24"
e minimum — 1" BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARD TM,BCI®,
All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT" SIMPLE FRAMING
All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@,VERSA-LAM®,VERSA-RIM
PLUS®,VERSA-RIM®,
Member has no side loads. VERSA-STRAND®,VERSA-STUD®are
Connectors are: FMTSL005 trademarks of Boise Cascade Wood
Products L.L.C.