16 BURNSIDE STREET - BUILDING JACKET U,���-�-hs �c�� ��,�Z't-2Q�
1
N I I 17.1 QTY OF SALEM, MASSACHUSETTS
BOARD OF APPEAL
J
;
�Z 120W.&SHINGiONSIFTI:I # SAUNI,NIAssAu iisi:rrsUA$41!�R 31 P 3: 04
Tilti:978-745-9595 # FAX:978-740-0404
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.\,1A)oR
March 31, 2009
Decision
City of Salem Zoning Board of Appeals
Petition of FRANK B. SWASEY, seeking Variances from minimum front and side
yard setbacks, and from maximum distance of an accessory structure (carport) to
the principal structure, to accommodate construction of a covered carport on the
property located at 16 BURNSIDE STREET, Salem, MA, in the Residential Two-
Family (R-2) Zoning District.
A public hearing on the above petition was opened and closed on March 18, 2009
pursuant to Mass General Law Ch. 40A, Sec. 11, with the following Zoning Board
members present: Robin Stein (Chair), Bonnie Belair(alternate), Richard Dionne, and
Jimmy Tsitsinos (alternate).
Petitioner seeks a variance pursuant to Section 9-5 of the City of Salem Zoning By-law.
The Board of Appeal, after careful consideration of the evidence presented at the public
hearing, and after thorough review of the plans and petition submitted, makes the
following findings of fact:
1. Frank Swasey presented the petition for the property he owns at 16 Burnside
Street in the R-2 Zoning District.
2. Petitioner proposes to construct a 19'x 21' covered carport on his property.
3. The following plans were submitted with the petition: "Exhibit Plan of Lan-di
in Salem, MA prepared for Frank Swasey," by Bartram Land Survey, Inc.
4. David Nunez,14 Burnside Street, submitted a letter to the Board of Appeals
dated November 1, 2008, stating his support for the project.
5. In a Statement of Hardship submitted to the Board of Appeals with his
petition, Mr. Swasey stated his need to build the carport in order to keep his
vehicles covered and avoid snow shoveling for health reasons. Mario E.
I
T
J '
Motta, M.D., FACC, the petitioner's physician, submitted a letter to the Board
of Appeals dated January 20, 2009 stating the petitioner had a heart condition
and should avoid heavy shoveling.
The Board of Appeal, after careful consideration of the evidence presented at the public
hearing, and after thorough review of the plans and petition submitted, makes the
following findings:
I. The petitioner's request for a variance does not constitute substantial
detriment to the public good.
2. The requested relief does not nullify or substantially derogate from the intent
or purpose of the zoning ordinance.
3. The petitioner may vary the terms of the Residential Two-Family Zoning
District to construct the proposed carport.
4. In permitting such change, the Board of Appeals requires certain appropriate
conditions and safeguards as noted below.
In consideration of the above, the Salem Board of Appeals voted, four(4) in favor
(Belair, Stein, Dionne, and Tsitsinos) and none (0) opposed, to grant petitioner's requests
for a variance subject to the following terms, conditions, and safeguards:
1. Petitioner shall comply with all city and state statutes, ordinances, codes and
regulations.
2. All construction shall be done as per the plans and dimensions submitted to and
approved by the Building Commissioner.
3. All requirements of the Salem Fire Department relative to smoke and fire safety
shall be strictly adhered to.
4. Petitioner shall obtain a building permit prior to beginning any construction.
5. Exterior finishes of the new construction shall be in hannony with the existing
structure.
6. A Certificate of Inspection is to be obtained.
k44--,
Robin Stein, Chair
Salem Zoning Board of Appeals
2
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD
AND THE CITY CLERK
Appeal from this decision, if any, shall be made pursuant to Section 17 of the
Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of
this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws
Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take
effect until a copy of the decision bearing the certificate of the City Clerk has been filed
with the Essex South Registry of Deeds.
3
2 ck 10303
r
Che Commonwealth of Massachusetts INSPECTIONAL iERV&POF
Board of Building Regulations and Standards SALEM
I Massachusetts State Building Code, 780 CNIR.Tl� APR h4 et:rtS afar 2011
Building Permit Application To Construct, Repair, Renovate a
r One-or Two-Family Dwelling
r This Section For Official Use Only
Building Permit Number: Date Ap '
l� 5
Building 011icial(Print Name) Signature Date
fi SECTION 1:SITE INFORINIATIOW
1� ! 1.1 Pro pgrjy Address: S Q S`-P 1.2 Assessors blap&Parcel Numbers
7 st�O �rn
I.la Is this an accepted street?yes nv Map Number Parcel Number
1.3 'Lotting Information: 1.4 Property Dimensions:
E
trict Proposed Use Lot Area(sq tl) Frontage(It)
ing Setbacks(R)
Front Yard Side Yawls Rear Yard
d - Provided Required Provided Required Provided
1.6 Water Supply:(M.G.I.c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone?
Public❑ Private❑ Check ifes❑ P Munici al O On site disposal system ❑
SECTION2: PROPERTY OWNERSHIP,
2.1 Owner[of Re c d: Ie A, IM t4 0 I -I 7 0
t�ra�
Rione(Print) City,St to ZIP
/b (-3t)rn � ;�e S7 c'7I'-' ?gy-ogb
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK=(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) Alteration(s) ❑ Addition ❑
Demolition ❑ Acce Idg.❑ Number of Units I Other ❑ Specify:
BirID04TPtinft P�pos d\ rk' I4
n
T 0.n
SECTION 4: ESTIDIATED CONSTRUCTION COSIN
Item Estimated Costs: Official Use Only
Labor and Materials)
I. Building S I. Building Permit Fee:5 Indicate how fee is determined:
❑Standard Cilylfown Application Fee
2, Electrical S ❑Total Project Cost'(item 6)x multiplier x
3. Plumbing S 2`?Qther Fees: S
4. \lechanical (FIVAC) S List:
5. Mechanical (Fire Y Total All Fees:S
Su ression)
Check No._Check Amount: Cash Amount:_
G.Total Project cost: 3 ❑Paid in Full ❑Outstanding Balance Due:
= SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) LCLicelse
Yt, � i/) mber Expiration Date
r kU ' ype(see below)
Np mJStrect C> , Description
/� u '/w,', Unrestricted Ouili in up to 35,000 cu. It.
(X u 1 f\C� r ' fiL O f �y R Restricted I&2Famil Dwelling
L'ityfrown,Sta ,ZIP N Masomy
RC floating Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone Entail address D Demolition
5.2 Registered Home Improvement Contractor HIC) 9-3
)� e bf 1py HIC Registration Number Expiration Date
f I I C C ntpatry Naa a or IIIC Regislm,u��ame
� Ot3 'f� cSg. ZZ • pfirnyd ((-Q
No and Street A � (to' _�7" —ei q3% Email address
S h '`�.S jjyr� 7 �l
Ci /Town State ZIP Telephone
SECTION 6:WORKERS'.CONIPENSATION INSURANCE AFFIDAVIT(M.G.L:c.15L§2$C(6)y
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 .........77 No........... O
SECTION 7a:OWNER AUTHORIZATION:TO BE.COMPLETED,W HENS
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING.PERMIT`
I,as Owner of the subject property,hereby authorize �4 n)2 DRVd
t9 act on my behalf,in all matters relative to work authorized by this building permit application.
3 e t C0/-�-1MC--f— 5 - 1 — (j
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
to0111 V 1to a,,� - f �S
Print Owner's or Authorize)e1g• s Nm L c•tronic Signal re) Date
NOTES:
I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program);will nut have access to the arbitration
program or guaranty fund under N.G.L.c. 142A.Other important information on the HIC Program can be found at
%vww mass.eov'oca Information on the Construction Supervisor License can be found at www.ni�
2. When substantial work is planned,provide the information below:
Total floor area(sq. ft.) ,(including garage,finished basement/attics,decks or porch)
Gross living area(sq. 11.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of h:df)baths
Type of heating system Number of decks/porches
type of cooling systent Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
It
� The Commonwealth o(Massachusetts Town of
Board of Building Regulations and Standards
Massachusetts State Building Cade, 780 CMR, T"edition Building Dept
Building Permit Application To Construct, Repair, Renovate Or Demolish a
One- or Tiro-Formic Dwelling
This Section For Official Use Only
Building Permit Number: Date Applied:
Signature:
Building Co nmis toner/Inspector of Buildings Date
SECTION 1:SITE INFORMATION
1 Address: 1.2 Assessors Map& Parcel Numbers
z
M Number
Parcel Number
1.1 a Is this an accepted street?yes_ no a_ Pu
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
ired Provided Required Provided
Required Provided Requ
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑
Public❑ Private❑ Check if es❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Re P
cord: e=ET
Fa /� /rJA St
e nnt) Address for Service:
V�q /� r9
n .FS .�_..L—
Signature v Telephone
SE ION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Construction Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ 1 Number of Units_ I Other ❑ Specify:
Brief Description of Proposed Work': - "�-
2�� 2 ,b Z7�rJ4n�_
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Estimated Costs: Official Use Only
Item Labor and Materials
1. Building S I. Building Permit Fee: S Indicate how fee is determined:
❑Standard City/Town Application Fee
2. Electrical $ ❑Total Project Cost'(Item 6)x multiplier x
3. Plumbing S 2. Other Fees: S
4. Mechanical (HVAC) S List: / !
5. Mechanical (Fire S Total All Fees: S
Su ression
Check No. _Check Amount: Cash Amount:
6. Total Project Cost: S-5'C=C,:D_ 0 Paid in Full 0 Outstanding Balance Due:
LSuper�isor
ON S: CONSTRUCTION SERVICES
rAd4�
:sed ConstructionSL)�C License Number Expiration Date
L- H Ider List CSL Type(see below)
_� T Dcscn uon
r 7 P /�J �l•� Q�SIJ U Unrestnctnd u to 35,000 Cu. F,
Signature R Restricted 1&2 Famd Dwcllin
M Mason Only
"�Z 2 ��0�0 RC Residential Roofing Covering
Telephone ,/7 WS Residential Window and Siding
L///Jl�it.i_ SF Residential Solid Fuel Bumin A liance Installation
D Residential Demolition
5.2 Regi red Home Improvement Contractor(HIC)
HIC Comp af� Fea trantKJ� Registration Number
C9'1�, 0:- 1
Address�g �j,� � /� � q
/r /, ram✓ 270C .2-�O � Expiration Date
Signature Telephone
SECTION 6: WORKERS'COMPENSATION I SURANCE AFFIDAVIT(M.G.L.c. 152.1 25C(6))
Workers Compensation Insurance affidavit must be c pleted and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuan of the building permit.
Signed Affidavit Attached? Yes .......... No........... ❑
SECTION 72: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1. �q A /& Vif as Owner of the subject property hereby
authorize to act on my behalf,in all matters
ive to work authorized by this building permit application.
Signature of Owner Date
SECTION 7b:OWNER OR AUTHORIZED AGENT DECLARATION
4 /� rw /✓I as Owner or Authorized Agent hereby declare
that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and
behalf.
i��rC— 1)M L,
Print IN /
Signature of Own&o Aut�ed Agent Date '
(Signed under the pains and penalties ofperjury)
NOTES:
I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program), will not have access to the arbitration
program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program and
Construction Supervisor Licensing(CSL)can be found in 780 CMR Regulations I IO.R6 and 110.R5, respectively.
2. When substantial work is planned,provide the information below:
Total floors area(Sq. Ft.) (including garage, finished basement/attics,decks or porch)
Gross living area(Sq. Ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
01/07/2009 10:36 FAX 978 777 0304 EAST COAST FLIGHTCRAFP R 002 -
SCALE: 1"= 10'
N� µVAN
t30�Ee�
U S i0 �U
5 y ,o
Area=2385+/_SF
i a 'vti
h�P o
Dwelling �P �V�
416 l�
BURNSIDE STREET
ASSESSORS
Map 36 Lot 163
REFERENCES
Deed Book 4603 Page 65 EXHIBIT PLAN OF LAND
Z NIN . in
R-2 SALEM, MA
1 CERTIFY THAT THE PROPOSED CARPORT prepared for
FRANK SWASEY
SHOWN ABOVE IS TO BE BUILT AS SHOWN
i WITH RESPECT TO THE LOT LINES. Scale 1"= 10,
BARTRAM LAND SURVEY
100 Cummings Ctr. Suite 345E
DATE PROFESSIONAL LAND SURVEYOR Beverly MA 01915
`t�i;,Nut,t,nn CITY OF SALEM, MASSACHUSETTS
,r BOARD OF APPEAL
120 WASHNGTON STREET SALES,MASSAURSET1SCH9Y0'nfl 3I P 3: 0U
TELE:978-745-9595 ♦ FAr:978-740-0404
CITY CLE;t;`,. ::. ._L'1. ;1:',S3
KiNWHLEYDwscou
MAYOR
March 31, 2009
Decision
City of Salem Zoning Board of Appeals
Petition of FRANK B. SWASEY, seeking Variances from minimum front and side
yard setbacks, and from maximum-distance of an accessory structure (carport) to
the principal structure, to accommodate construction of a covered carport on the
property located at 16 BURNSIDE STREET, Salem, MA, in the Residential Two-
Family (R-2) Zoning District.
A public hearing on the above petition was opened and closed on March 18, 2009
pursuant to Mass General Law Ch. 40A, Sec. 11, with the following Zoning Board
members present: Robin Stein (Chair), Bonnie Belair(alternate), Richard Dionne, and
Jimmy Tsitsinos (alternate).
Petitioner seeks a variance pursuant to Section 9-5 of the City of Salem Zoning By-law.
The Board of Appeal, after careful consideration of the evidence presented at the public
hearing, and after thorough review of the plans and petition submitted, makes the
following findings of fact:
I. Frank Swasey presented the petition for the property he owns at 16 Burnside
Street in the R-2 Zoning District.
2. Petitioner proposes to construct a 19'x 21' covered carport on his property.
3. The following plans were submitted with the petition: "Exhibit Plan of Land
in Salem, MA prepared for Frank Swasey," by Bartram Land Survey, Inc.
4. David Nunez,14 Burnside Street, submitted a letter to the Board of Appeals
dated November 1, 2008, stating his support for the project.
5. In a Statement of Hardship submitted to the Board of Appeals with his
petition, Mr. Swasey stated his need to build the carport in order to keep his
vehicles covered and avoid snow shoveling for health reasons. Mario E.
1
Motta, M.D., FACC, the petitioner's physician, submitted a letter to the Board
of Appeals dated January 20, 2009 stating the petitioner had a heart condition
and should avoid heavy shoveling.
The Board of Appeal, after careful consideration of the evidence presented at the public
hearing, and after thorough review of the plans and petition submitted, makes the
following findings:
1. The petitioner's request for a variance does not constitute substantial
detriment to the public good.
2. The requested relief does not nullify or substantially derogate from the intent
or purpose of the zoning ordinance.
3. The petitioner may vary the terms of the Residential Two-Family Zoning
District to construct the proposed carport.
4. In permitting such change, the Board of Appeals requires certain appropriate
conditions and safeguards as noted below.
In consideration of the above, the Salem Board of Appeals voted, four(4) in favor
(Belair, Stein, Dionne, and Tsitsinos) and none (0) opposed, to grant petitioner's requests
for a variance subject to the following terms, conditions, and safeguards:
1. Petitioner shall comply with all city and state statutes, ordinances, codes and
regulations.
2. All construction shall be done as per the plans and dimensions submitted to and
approved by the Building Commissioner.
3. All requirements of the Salem Fire Department relative to smoke and fire safety
shall be strictly adhered to.
4. Petitioner shall obtain a building permit prior to beginning any construction.
5. Exterior finishes of the new construction shall be in harmony with the existing
structure.
6. A Certificate of Inspection is to be obtained.
Robin Stein, Chair
Salem Zoning Board of Appeals
2
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD
AND THE CITY CLERK
Appeal from this decision, if any, shall be made pursuant to Section 17 of the
Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of
this decision in the office of the City Clerk. Pursuant to the Massachusetts General Laws
Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take
effect until a copy of the decision bearing the certificate of the City Clerk has been filed
with the Essex South Registry of Deeds.
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KOLSE- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301
BC CALCO 9.5 Design Report- US 1,span No cantilevers 1 0/12 slope Tuesday, March 10, 2009 06:55
Build 91
File Name: BC CALC Project
Job Name: Description: FB01
Address: Specifier:
City, State, Zip: , Designer: �-*£�1��� '0.•�
Customer: Company:
Code reports: ESR-1040 Misc:
i
5 _ su. �_ .:,,.� a"' m::..v.-�, _ i.¢.'v° � '. � rr,eet y,;,,, _ -`re a2• n
2t-00-00
BO B1
DL 814 Ibs DL 8141bs
SL 17851bs ' SL 17851bs
Total of Horizontal Design Spans=21-00-00
SDmrilary Live Dead Snow Wind Roof Live
Lo adTa Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf.Area (psf) Left 00-00-00 21-00-00 15 40 04-03-00
Load Disclosure
Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must
Pos. Moment 13645 ft-Ibs 40.9% 115% 3 1 - Internal be verified by anyone who would rely on
End Shear 2292 Ibs 21.4% 115% 3 1: Left output as evidence of suitability for
Total Load Defl. U372 (0.677") 64.4% 3 1 particular application.Output here based
Live Load Defl. U542 0.465' 88.5% on building and
analysis
code-accepted design
( �) 3 1 properties and analysis methods.
Max Defl. 1, 0.677" 67.7% 3 1 Installation of BOISE engineered wood
Span/ Depth 18.0 n/a 0 1 products must be in accordance with
current Installation Guide and applicable
Notes building codes.To obtain Installation Guide
n meets Code minimum (U240)Total load deflection criteria. (8 ask questions,please call
Desig
n (888)234-0056 before installation.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJs^
Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCI®,
Minimum bearing length for 81 is 1-1/2". BOISE GLULAMTM SIMPLE FRAMING
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + PLUS® VERSA RI®M®,VERSA-RIM
112 intermediate bearing VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
b nd
a minimum 2" c= 10"
b minimum =3" d = 12"
Member has no side loads.
Connectors are:16d Common Nails
I
Page 1 of 11
BOISE, Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301
BC CALC®9.5 Design Report- US 1 span I No cantilevers I 0/12.slope Tuesday, March 10, 2009 06:54
Build 91
File Name: BC CALC Project
Job Name: Description: FB01
Address: Specifier:
City, State, Zip: , Designer:
Customer: i Company:
Code reports: ESR-1040 Misc:
i
i
21-00-00
BO 61
DL 1556 Ibs DL 1556 Ibs
SL 3570 Ibs SL 3570 Ibs
Total of Horizontal Design Spans=21-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf. Area(psf) Left 00-00-00 21-00-00 15 40 08-06-00
Load Disclosure
Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must
Pos. Moment 26910 ft-Ibs 53.7% 115% 3 1 - Internal be verified by anyone who would rely on
End Shear 4521 Ibs 28.1% 115% 3 1 Left output as evidence of suitability for
Total Load Defl. U283 (0.89") 84.7% 3 1 particular application.Output here based
Live Load Defl. U407(0.62") 88.5% 3 1 on building code-accepted design
Max Defl. 0.89" 89.0% 3 1 Properties and analysis methods.
Installation of BOISE engineered wood
Span/Depth, 18.0 n/a 0 1 products must be in accordance with
current Installation Guide and applicable
Notes
building codes.To obtain Installation Guide
I 9
or ask questions,please call
Design meets Code minimum (U240)Total load deflection criteria. (888)234-0056 before installation.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJSTM,
Minimum bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARD" BCIS,
Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTM SIMPLE FRAMING
Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM
1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD(g)are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
b d
a
• • •
!c
a minimum =2" c= 9"
b minimum =:3" d = 12"
e minimum = 3"
Member has no side loads.
Connectors are: 16d Common Nails
I
Page 1 of 1
801S - Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F601
BC CALC®9l5 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, March 10, 2009 06:52
Build 91
File Name: BC CALC Project
Job Name: Description: F601
Address: Specifier:
City, State, Zip: , Designer: G`C �tQty�
Customer. Company:
Code reports; ESR-1040 Misc:
i
' 10-08-00 70-08-00
- B2
BO 81 DL 279 Ibs
DL 279 Ibs DL 930 Ibs
SL 669 Ibs SL 2231 Ibs SL 669 Ibs
Total of Horizontal Design Spans=21-00-00
Live Dead Snow Wind Roof Live
Load Summary
Tag Description Load Type Ref. start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf. Area (psf) Left 00-00-00 21-00-00 15 40 04-03-00
Load Disclosure
Controls Summary Value "/ Allowable Duration Case Span Location Completeness and accuracy of input must
Pos. Moment 1867 ft-Ibs 19.4% 115% 3 1 - Internal be verified by anyone who would rely on
Neg. Moment -3320 ft-Ibs 34.5% 115% 3 1 - Right output as evidence of suitability for
articular application.Output here based
End Shear 785 Ibs 14.2% 115% 3 1 - Left on building code-accepted design
Cont. Shear' 1400 Ibs 25.3% 115% 3 2- Left properties and analysis methods.
Total Load befl. U1022 (0.123") 23.5% 3 1 Installation of BOISE engineered wood
Live Load Defl. U1448 (0.087") 33.1% 3 1 products must be in accordance with
Max Defl. j 0.123" 12.3% 3 1 current Installation Guide and applicable
Span/ Depth 17.4 n/a 0 1 building codes.To obtain Installation Guide
or ask questions,please call
(888)234-0056 before installation.
Notes
Design meets Code minimum (U240)Total load deflection criteria. AL JOISTOCALCS,BC FRAMER®, TM,B
Design meets User specified (U480)Live load deflection criteria. BOISE ST®,BC RIM BOARDTM,MIND
BOISE GLULAMT'",SIMPLE FRAMING
Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM
Minimum bearing length for BO is 1-1/2". PLUS®,VERSA-RIM®,
Minimum bearing length for 131 is 3". VERSA-STRAND®,VERSA-STUD®are
Minimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products,
Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 min. end bearing+ L.L.C.
1/2 intermediate bearing
Connection Diagram
+i b ,d
a
c
a minimum 2" c= 3-114"
b minimum'=3" d = 12"
Member has no side loads.
Connectors are: 16d Common Nails
Page 1 of 1