HomeMy WebLinkAboutBLDR-24-586 application ONE & TWO FAMILY ONLY- BUILDING PERMIT
Town of Yarmouth Building Department �-4'' __ A
1146 Route 28, South Yarmouth,MA 02664-4492 /* • -1 p
508-398-2231 ext. 1261 Fax 508-398-0836 i' ';Trrts 1
,0 Hi
Massachusetts State Building Code, 780 CMR � �,,,...� =..;��
Building Permit Application To Construct, Repair, Renovate Or Demolish i a`"' �,q f
a One-or Two-Family Dwelling `COR?ORATe�
This Secti n For Official Use Only
Building Permit Number: u�aq - -v Date Applied:
Building Official(Print Name) Signature Date
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
'� 3T Viol6T ICFii 1 0 .
1.1 a Is this an accepted street?yes V no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions: F—TE-YETC".*'""6-11 Es
Zoning District Proposed Use Lot Area(sq ft) Frpnta e(tt)
1.5 Building Setbacks(ft) NOV a 4 2024
Front Yard Side Yards 1 ear Yard
Required Provided Required Provided Require BU I LD I NG F-gpdATMt Ni
— r
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public 0 Private 0 Zone: Outside Flood Zone?
— Municipal 0 On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
may' "�P Lie 2d L - 4 Aloe inaura /44,9 0 Z/66*
ame(Print) City,State,ZIP
3 T VIOLET <<tN Po- — d - 17 1 IZ..y 42RLtYf6
No.and Street Telephone Email Address isi`.4,5 go
SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0
Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work' { + K(T t/,/c A./ Kg h/oat//pit,/
t.
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1.Building $ 1. Building Permit Fee:$ Indicate how fee is determined:
i c"-yes`r) 0 Standard City/Town Application Fee
2.Electrical $ 0 Total Project Cost3(Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $4.Mechanical (HVAC) $ List: ;3 5:
: 00 Atiff 02,12109
5.Mechanical (Fire $ Total All Fees:$
Suppression)
Check No. Check Amount: Cash Amount:
6.Total Project Cost: S 2.<;, Oc'O.0 0 ❑Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
License Number Expiration Date
Name of CSL Holder
List CSL Type(see below)
No.and Street Type Description
U Unrestricted(Buildings up to 35,000 cu.ft.)
R Restricted I&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
No.and Street Email address
City/Town,State,ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ❑ No ❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize
to act on my behalf,in all matters relative to work authorized by this building permit application.
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
t/ contained in this application is true and accurate to the best of my knowledge and understanding.
1277 2 AfZlit E p S
Print Owner's or Authorized Agent's Name(Electronic Signature) Date
NOTES:
1. 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 can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps
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.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"
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
=$= �1
Lafayette City Center
_;.
;. =�1 2Avenue de Lafayette, Boston,MA 02111-1750
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
./ Name (Business/Organization/Individual): 17)tZ 12 A L, ' .I 5--
I/ Address: 3 9 V foL Ct 2 )
City/State/Zip: v Z G. 4. .. Phone #: _ i-7 - • - - _ .3-7
Are you an employer? Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ['New construction
employees (full and/or part-time).* have hired the sub-contractors
listed on the attached sheet. 7. ❑ Remodeling
2.❑ I am a sole proprietor or partner-
ship and have no employees These sub-contractors have 8. ❑Demolition
working for me in any capacity. employees and have workers' 9. ❑Building addition
[No workers' comp. insurance comp. insurance.*
quired.] 5. ❑ We are a corporation and its 10.n Electrical repairs or additions
3. I am a homeowner doing all work officers have exercised their 11.17 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs
insurance required.] t c. 152, §1(4),and we have no
employees. [No workers' 13.❑ Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lic. #: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct.
Signature: - 9/ '1<�lirt%[4.(/l Date: /1-�t'4—eZ Z4
Phone#:
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License #
Issuing Authority(check one):
10Board of Health 2❑Building Department 3.0City/Town Clerk 4.0 Electrical Inspector 5 riPlumbing
Inspector 6.0Other
Contact Person: Phone#:
ti
TOWN OF YARMOUTH
Office of the Building Commissioner
1%t• 1146 Route 28, South Yarmouth, MA 02664
508-398-2231 ext. 1260 Fax 508-398-0836
T E0b ,.
HOMEOWNER LICENSE EXEMPTION
DATE: //' `4- 2 z4
Piro lz
JOB LOCATION: I,4140-4 Lt= 1Y -31 V l bLer CILE g Are.M O
NAME STREET ADDRESS SECTION OF TOWN
HOMEOWNER
NAME HOME PHONE WORK PHONE
PRESENT MAILING ADDRESS !7/am E A4 A 250u/ f✓'
CITY OR TOWN STATE ZIP CODE
Definition of Homeowner:
Person(s)who owns aparcel of land on which he or she resides or intends to reside,on which there is or is intended
to be, a one or two family attached or detached structure accessory to such use and/or farm structures. A person
who constructs more than one home in a two-year period shall not be considered a homeowner.
Any homeowner performing work for which a building permit is required shall be exempt from the licensing
provisions of780 CMR 110.R5,provided that if a homeowner engages a person(s)for hire to do such work, then
such homeowner shall act as supervisor. This exception shall not apply to the field erection of manufactured
buildings constructed pursuant to 780 CMR 110.R3
The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other
applicable codes, by-laws,rules and regulations,and certifies that he or she understands the Town of Yarmouth
Building Department minimum inspection procedures and requirements and that he or she will comply with said
procedures and requirements.
4 %7"
HOMEOWNER"S SIGNATURE
TOWN OF YARMOUTH
*, Office of the Building Commissioner
° - '' 1146 Route 28, South Yarmouth, MA 02664
�-ryco cA°:
508-398-2231 ext. 1260 Fax 508-398-0836
DEMOLITION DEBRIS DISPOSAL APPLICATION
Pursuant to M.G.L. c.40 §54 and 780 CMR Section 105.3.1 #4.
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at. 37 of 'Lt T GrGEJJ '2� . v�
Work Address
Is to bedisposed of at the following location: '1 a)e of vgi eillu9eb
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Chapter 111, §150A.
`1 z%C ..� 1/—'4 -Zz9 -
Signature o Applicant Date
Permit No.
n02/fr l/i l ArgHaLIX QYSOdO?Id
'dW 1,L11ON?IVH H.LL1OS dO
•Q?I 13'70 .L37OId 61# NV7d
l L
�i ` _ - il- 1 - _ T
-1 i
1 Slor 80073 ON11 S/X3
3H1 01 1 X3N 33 V 7d 7/17 I
„Z/I Lx,B/L l - Z 'd0Zld
L. N
77b'M ON/1S/X3 3/10W3d O
ii -1 1 -1 r lr--L--' 4
M0738 Wd38 ON/1S/X3 7/1 - 'I V
do--- - A._ 1
1
_ , )
----"Y a _
1 - 0'0 „91 1 SICP O Nl3O 9XZ ONl1 S/X3
ern
1, I II
II ._. a °
17z00/frI/1I -
'VJV 7-111101PIVH H J20S NOLLVAONY?I
if! N370 ,L,V70IA 61# N,7HOIIX Q,7S0d021d
.10
AIOLLOgS
V— V NO1103S
1 N3W3SV8 03HSIN13
1S10r 80073 ON/1S1X3
3H1 01 1 X3N 33 V 7d 7/17
„z/l LX„S/L l - z *dOdd— WV38 8Xz
37d181 I S/X3
1 Sl0/'
d0073 8 X z 1S1X3
-\--
_-_ h.
?J0073 N3H311)1
N
1` (S301S H108) S?J3ONVH
1 S/0/' Hl/M W t/38 3H1
ul
01 S1S101' ON17/3O HOV11 d / u /1 1'
/«zl 9
'0'0 „9I 1S101' ON130 9X ONl1S/X3
(II-,9I
*Boise Cascade' Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PRODUCES m-' -- Carrying Stick (Drop Beam)
BC CALC®Member Report November 14, 2024 16.56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
V
1 1 1 1 1 1 1 -1 1 1 1 : 1 1 01 1 1 1 1 + 1 1 1 1 1 1 1
k X
13-00-00
B1 B2
Total Horizontal Product Length=13-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 5-1/2" 289/0 213/0
B2, 4-1/2" 1815/0 1086/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126%
0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 13-00-00 Top 7 00-C)0-00
1 Reaction from Header Conc. Pt. (Ibs) L 11-00-00 11-00-00 Top 2104 1204 n\a
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 4883 ft-lbs 76.3% 100% 1 11-00-00
End Shear 2894 lbs 60.0% 100% 1 12-00-04
Total Load Deflection L/352 (0.42") 68.3% n\a 1 07-05-02
Live Load Deflection LJ575(0.256") 62.6% n\a 2 07-07-00
Max Defl. 0.42" 42.0% n\a 1 07-05-02
Span/Depth 20.3
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 5-1/2"x 3-1/2" 502 lbs 4.6% 3.5% Southern Pine
B2 Beam 4-1/2"x 3-1/2" 2901 lbs 43.3% 24.6% Spruce-Pine-Fir
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is braced at ends. See engineering report for the unbraced length.
Connection Diagram: Full Length of Member
fi7I b
a
• • •
• • •
e .- -
a minimum= 1-1/2" c=4-1/4"
b minimum =4" d =24"
e minimum = 1"
Page 3 of 6
Boise Cascade ga Double 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP
Carrying Stick(Drop Beam)
BC CALC®Member Report November 14,2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram: Full Length of Member
Calculated Side Load=0.0 lb/ft
Connectors are: SDS 1/4 x 3-1/2
Page 4 of 6
®Boise Cascade" - . BC CALC® Member Report PASSED
ENGINEERED WOOD PRODUCTS
Build 8892 November 14, 2024 16:56:10
Job name: Karalexis Residence File name: 39 Violet Glen Road
Address: 39 Violet Glen Road Specifier:
City, State, Zip: South...mouth, MA Designer: Andrew Fontaine
Customer: Craig Watters Company: Mid Cape Home Centers
Code reports: ESR-1040
Member Summary
Design Description Results Product Plies Control
Design
Carrying Passed 1-3/4"x 7-1/4"VERSA-LAM®LVL 2.1E 3100 SP 2 Pos. Moment 76.3%
Stick
Header Passed 1-3/4"x 11-7/8"VERSA-LAM®LVL 2.1E 3100 SP 3 Total Load Deflection 53.3%
Construction Details
Multi-Ply 1-3/4"Versa-Lam-TrussLokeConnection
B10-A 2 rows @ 24"o.c- Q
24"o.c. 4"min.
2ply 3ply 4ply
2"min.
i o
00111444
® i >r k
2"min.
_:T 3-3/8" 5" 6-3/4"
ITrusslok®TrussLok® TrussLok®
-All TrussLok®screws may be installed from one side of multi-ply Versa-Lam®beams. Verify hanger capacity with hanger
-Bring underside of washer-head flush with wood surface. Do not countersink. m an u fa c to re is lite ra to re
0 1411% B5 Adequate bearing required ` LC I
for both beams.
i
®
Column Cap
Versa•Lam®Column to
provide adequate bearing
for full width of the beam DrillingLally perm fitted for Column (steel tube filled with concrete).
standard connectors. For Interior applications only with no
1 I I lateral forces.
Drilling permitted for stand ard connectors
Page 1 of 6
®B04seCascade BC CALC® Member Report PASSED
ENGirvtikl p WoOU mom:1S
Build 8892 November 14,2024 16:56:10
Job name: Karalexis Residence File name: 39 Violet Glen Road
Address: 39 Violet Glen Road Specifier:
City, State,Zip: South...mouth, MA Designer: Andrew Fontaine
Customer: Craig Watters Company: Mid Cape Home Centers
Code reports: ESR-1040
Construction Details
_ i.-A H I Allotanle Holes in VERSA•lA41 Beams
/ See Note 3
S '113 Depth
MOMS 4 113 Dept h
113 Depth
113 Span 113 Span
End Bearing intermediate Bearing
NOTES:
I SIril,a.,r1t1111.M/eak,In COT ten tat
1 loot Calipht le er1411r 01.11 leak,,.Hell,,,10 4 41 3141,1141
alit,lei.
3 Ile I.rp,,4114kr0 l iltet tlpta131,41•istle.140111014es Ill
In./knell,WW1314
1 O.all Jolt ire Ott Mee Ince„,ales.,al k1r1,,t4,e"14.1
I,...,,uu 111311.11144 ekr.en loin
Ira.D.e4 11,1• T ill• 1111•.
I 224.,.Nile Diet tir 11I• I' 3•
( T1esel.t.l.ts,,lllt I,4slrAel kl.i,tl.e alien e mess tess.al,11'sat
let kill,,.tacks inlet krl,s4lns Ire 1.ten,11,it.14,44a,Ohl
elbn!Onll Steer/x.2.11 kr.ul C,,,ibcl,,
7 tells 11lkil,tle,4i1 Sue Wet ,bnlet4,,,,,i vier/rl1t,e1
1 its Me i1144ti3t 431emts,,111r14i1lNrt 4.1 ill Fer111ttt,il,rnl
. .e /....I... I,c1/Iir 'VW/11"011101nsil Eee Eae.eene
Disclosure
Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA).Completeness and accuracy of input must be reviewed
and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a
particular application. The output here is 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 building codes. To obtain Installation Guide or ask questions, please call
(800)232-0788 before installation.
BC CALC®, BC FRAMER®,AJSTM,ALLJOIST®, BC RIM BOARDTM, BCI®, BOISE GLULAMTM, BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,
VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.
Page 2 of 6
saseCascade - Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PRODUCTS
Header(Flush Beam)
BC CALC®Member Report November 14,2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
l l l l l l l l 1 l l ♦ 4 414 4 4 4 4 4 l l l l l l l l l T-
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 0 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1 1 ♦ ♦ ♦ ♦
k 1
16-03-00
B1 Carrying Stick
Total Horizontal Product Length=16-10-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 2104/0 1204/0
Carrying Stick , 3-1/2" 2104/0 1204/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126%
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 16-10-00 Top 18 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 16-10-00 Front 20 10 12-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13174 ft-lbs 41.3% 100% 1 08-05-00
End Shear 2805 lbs 23.7% 100% 1 01-03-06
Total Load Deflection U450(0.436") 53.3% n\a 1 08-05-00
Live Load Deflection U708(0.278") 50.9% n\a 2 08-05-00
Max Defl. 0.436" 43.6% n\a 1 08-05-00
Span/Depth 16.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Column 3-1/2"x 5-1/4" 3308 lbs 24.8% 24.0% Spruce-Pine-Fir
Carrying Beam 3-1/2"x 5-1/4" 3308 lbs 24.0% 24.0% VL LVL 1.8E-2.3E
Stick
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum(U360) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
See report cover page(s)for details: B10-A, B3, B4, B5, LC, LVL-AH
Connection Diagram: Full Length of Member
�►} b d --�
a
• F• •
t c
• • •
a l�
Page 5 of 6
®Boise Cascade' Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PRODUCTS
Header(Flush Beam)
BC CALC®Member Report November 14, 2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram: Full Length of Member
a minimum = 1-3/4" c=8-3/8"
b minimum=6" d=24"
e minimum= 1"
Calculated Side Load =210.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFL005
Page 6 of 6
1111
®Bolsecascade Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PROD000S "---'-'--"-'
Header(Flush Beam)
BC CALC®Member Report November 14,2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
l l l l l l l . l l l l 111 . 1 i 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_o ,
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1—
16-03-oC
B1 Carrying Stick
Total Horizontal Product Length=16-10-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live _
B1, 3-1/2" 2104/0 1204/0
Carrying Stick , 3-1/2" 2104/0 1204/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126% _
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 16-10-00 Top 18 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 16-10-00 Front 20 10 12-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13174 ft-lbs 41.3% 100% 1 08-05-00
End Shear 2805 lbs 23.7% 100% 1 01-03-06
Total Load Deflection U450 (0.436") 53.3% n\a 1 08-05-00
Live Load Deflection U708(0.278") 50.9% n\a 2 08-05-00
Max Defl. 0.436" 43.6% n\a 1 08-05-00
Span/Depth 16.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Column 3-1/2"x 5-1/4" 3308 lbs 24.8% 24.0% Spruce-Pine-Fir
Carrying Beam 3-1/2"x 5-1/4" 3308 lbs 24.0% 24.0% VL LVL 1.8E-2.3E
Stick
Notes
Design meets Code minimum(U240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
See report cover page(s)for details: B10-A, B3, B4, B5, LC, LVL-AH
Connection Diagram: Full Length of Member
r-{ b T— d —�
• • •
• L_- • •
Page 5 of 6
Boise cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
Header(Flush Beam)
BC CALC®Member Report November 14, 2024 16:56:10
Description.
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram: Full Length of Member
a minimum= 1-3/4" c=8-3/8"
b minimum=6" d =24"
e minimum= 1"
Calculated Side Load =210.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFLOO5
Page 6 of 6
Base Cascade = Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENIOINEE RED WOOD PRODUC.I.
Header(Flush Beam)
BC CALC®Member Report November 14,2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
l l 4 1 1 1 1 1 1 1 1 1 11 * l l l l i l l i l l 1 1 1
l 1 1 1 1 1 1 i 1 1 1 1 1 i 1 1 0 * 1 1 1 1 1 l 1 1 1 1 1 1 1 1
16-03-00
B1 Carrying Slick
Total Horizontal Product Length=16-10-00
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 2104/0 1204/0
Carrying Stick , 3-1/2" 2104/0 1204/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126%
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 16-10-00 Top 18 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 16-10-00 Front 20 10 12-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13174 ft-lbs 41.3% 100% 1 08-05-00
End Shear 2805 lbs 23.7% 100% 1 01-03-06
Total Load Deflection U450 (0.436") 53.3% n\a 1 08-05-00
Live Load Deflection U708 (0.278") 50.9% n\a 2 08-05-00
Max Deft 0.436" 43.6% n\a 1 08-05-00
Span/Depth 16.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Column 3-1/2"x 5-1/4" 3308 lbs 24.8% 24.0% Spruce-Pine-Fir
Carrying Beam 3-1/2"x 5-1/4" 3308 lbs 24.0% 24.0% VL LVL 1.8E-2.3E
Stick
Notes
Design meets Code minimum (U240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
See report cover page(s)for details: B10-A, B3, B4, B5, LC, LVL-AH
Connection Diagram: Full Length of Member
a
• •
e
Page 5 of 6
Boise Cascade 1111 Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP I PASSED I
ENGNFI REO WOOD FNOOVOTS •--._.____._..-
Header(Flush Beam)
BC CALL®Member Report November 14, 2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram: Full Length of Member
a minimum= 1-3/4" c=8-3/8"
b minimum =6" d =24"
e minimum= 1"
Calculated Side Load=210.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFL005
Page 6 of 6
Boise Cascade' - Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
ENGINEERED WOOD PRODUCTS --'--"---'----
Header(Flush Beam)
BC CALC®Member Report November 14, 2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
- 1 l i 1 l 1 1 1 i 1 1 1 1
1 1 1 1 i 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1
Vk 11
16-03-00
B1 Carrying Stick
Total Horizontal Product Length=16-10-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
81, 3-1/2" 2104/0 1204/0
Carrying Stick , 3-1/2" 2104/0 1204/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 116% 160% 126%
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 16-10-00 Top 18 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 16-10-00 Front 20 10 12-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 13174 ft-lbs 41.3% 100% 1 08-05-00
End Shear 2805 lbs 23.7% 100% 1 01-03-06
Total Load Deflection U450 (0.436") 53.3% n\a 1 08-05-00
Live Load Deflection U708 (0.278") 50.9% n\a 2 08-05-00
Max Defl. 0.436" 43.6% n\a 1 08-05-00
Span/Depth 16.5
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Column 3-1/2"x 5-1/41' 3308 lbs 24.8% 24.0% Spruce-Pine-Fir
Carrying Beam 3-1/2"x 5-1/41' 3308 lbs 24.0% 24.0% VL LVL 1.8E-2.3E
Stick
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design meets arbitrary(1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2009.
Calculations assume member is fully braced.
See report cover page(s)for details: B10-A, B3, B4, B5, LC, LVL-AH
Connection Diagram: Full Length of Member
b
a
• • •
T �
• I_ • •
e
Page 5 of 6
;sy
Boise Cascade ; Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED
eecmeeRED WOOD PRODU i
Header(Flush Beam)
BC CALL®Member Report November 14, 2024 16:56:10
Description:
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram: Full Length of Member
a minimum= 1-3/4" c=8-3/8"
b minimum=6" d =24"
e minimum= 1"
Calculated Side Load=210.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFL005
Page 6 of 6