Loading...
HomeMy WebLinkAboutBld-20-001451 , .... .....,, ,,LtiL /0//4//y ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department ...1146 Route 28, South Yarmouth,MA 02664-4492508-398-2231 ext. 1261 Fax 508-398-0836 "I* Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling � r� This Seca] For Official Use my Building Permit Number: 'tO .( ? Date App ' q-I 1 - 20' Building Official(Print Name) Signature (.#uti ,). t r:l SECTION 1:SITE INFORMATION 3 1.1 Property Address: c j/,^ ,� ,, /� 1.2 Assesso Map&Parcel Numbers , /7 /�SS' r M , y�F O(/ i— �0 1 1.1 a Is this an accepted street?yes 1/--- no Map Number Parcel Number 1.3 knipgInformation: 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 Required Provided Required Provided Required Provided 3 49 2© 7,6 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Z ? Public L9� Private❑ — Municipal 0 On site disposal system Check if yes SECTION 2: PROPERTY OWNERSHIPI 2.1 wnerl of Recor cam- 0 b U ,,--/` ywzNivmt R4 62-66r « A-yea 04 i 7 1 . Name(Print) City,State,ZIP /5 Ut 1sr A2 11y 22C2l1 &del..s-64/4 y itlkt1, Cof-c No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 'I Addition 0 Demolition J Accessory Bldg. ❑ Number of Units Other 0 Specify: Bri f Descriptio of Proposed ork2: c AL ef..4 )4-/Y/ 1-#1 SECTION 4:ESTIMATED CONSTRUCTION COSTS. °s i -! li U i Item Estimated Costs: Official Use Only (Labor and Materials) — ip A 1.Building $ 73 ) 00 1. Building Permit Fee:$I 0 Indicate how fee is determined: ) " 0 Standard City/Town Application Fee 2.Electrical $ i,a 0 .O 0 0 Total Project Cost3Item,�6)ix multiplier x 3.Plumbing $ AT,�J� 2. Other Fees: $ S f F/ 4.Mechanical (HVAC) $ List 5.Mechanical (Fire Suppression) $ p IA- Total All Fees: Check No. Check Amount: Cash Amountr. 6.Total Project Cost: $ Q6 q\S-P t CI Paid in Full ❑Outstanding Balance Due: 11`) 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.) City/Town,State,ZIP R Restricted I3c2 Family Dwelling M Masonry RC Roofing Covering WS Window and Siding J 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,LIP 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 containey 8 t.'. :ppli�ion is true and accurate to the best of my knowledge and understanding. i' �1x . t0/7240/i'l 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" c,► The Commonwealth of Massachusetts l a , Department oflndustrialAccidents "ball= 1 Congress Street, Suite 100 • =! <' Boston, MA 02114-2017 �,.•�`'� www.mass.aov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): eC 14. -$.p IPA,4j L Address: /S'4i4..,#i,q 172 ' � 1. City/State/Zip: S L I91f,?TI /M' / (A Phone #: `7 7�' -2- 1 2- S )t Are you an employer?Check the,,appropriate box: Type of project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. El New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling • apy capacity.[No workers'comp.insurance required.] 3. I am a homeowner doingall work myself. t 9. ❑ Demolition y [No workers'comp, insurance required.] 4.0 I am a homeowner and will be hiring contractors to conduct all work on m YP roPrtY• e I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.[ Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.111 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.t 13.Q Roof repairs 6.Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§1(4),and we have no employees.[No workers'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. *Contractors 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 MGL c. 152, §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. I do hereby cer / and the ains a pena ies of perjury that the information provided above is t ue and correct / Signature: / Date: f Q l ? 7�q t/ 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(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: of'YAR�E TOWN OF YARMOUTH u BUILDING DEPARTMENT „ XCM p f7. 4 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: C JOB LOCATION: g‘4- /eig / t2CJDL /� 0v DV• ), oor { AfAe264, ET ADDRESS SECTION OF OWN "HOMEOWNER" 'IPtr A u g '7 7 y-ai a S Z-W NAME HOME PHONE W RK HONE PRESENT MAILING ADDRESS /5— tW)NJxt U.. 5O v rk , �B1 Mil--Qzro CITY OR TOWN STA'1'P; 7W CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws,rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. / / HOMEOWNER"S SIGNATURE ,4 ___ ii l APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp dT_ Yf}R TOWN OF YARMO UTH • BUILDING DEPARTMENT • 1146 Route 28, South Yarmouth, MA 02664 � .L 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 111.3, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 1$ i4* frcr j jfieVI/Dt'7W /7 /4. 41-66 Work Address fA ' vue,c 6.4)," Is to be disposed of at the following location: YDU A-Ai0�f/ Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. -fig - 2-4/� Signature of Application Date Permit No. • Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s)name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn Ieaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth.of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia u=; 1 i f P i --T \ IK-'B .. ..,:::*) fi.....-... / 1 , r ] - ,r'' .......7.. VA N. ., .i \ \ -.............4 v._ — Lrx Pam - / / % N 0nn7J f✓ ��dC . ^w� D U z m / . F -1-,, '---- '- .7-' Z / / 4,..,AC -A"... 0 z; -_ .4. pz 7 ��p - •71 G z 1 / i y _, j k.n � , ernfTi »� O% Ct0i m r, -4. 1 , .4 r � � .., 1.4...) 0.) .... .:....,,,„ . .,''',t, • ' ' 1 i '''' • s......• 1 .,-.,--- m... r III 5i)A4v xi,. 4_, ._ , _. t. ..,_. . .. A L i ti ies,y 1 i §) R. I I\ • .775/QA..)..e -...,_ 5 ti / , >% .7-. cs, 4-....„....,..,.. r 0 , •,„ . 4-4 -6,..., rk.r..; ="-e......... • V ' SIPb ---..,,,--,- r......rr r / 4',...• , _,_le 0°P.* , ,AfinVe4 S V":4Z: 1 • r Z,113:-) ,-• -1 , I • ksji c.<•... , , 1'.,3•. 1,'" "*".....r•-,-.4 4ec. ...•••••••r" ...........i c) t IQ\ ci` ....M.S.. -.- 4, ...........m......s..., ..........fia..................,,,,,,.........I II f giBoW%cascade - Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP PASSED F011Center Garage Beam (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 23, 2019 10:46:11 Build 7295 Job name: Andy's Folder File name: Proctor Beam 1 Address: Description: City, State, Zip: Specifier: Customer: Designer: J Andrew Shakliks Code reports: ESR-1040 Company: Mid-Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 A 14-00-00 B1 B2 Total Horizontal Product Length=14-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 2324/0 1634/0 B2, 2-1/2" 2296/0 1615/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 14-00-00 Top 12 00-00-00 1 Attic Load 30/20 11' Unf. Lin. (lb/ft) L 00-00-00 14-00-00 Top 330 220 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 13042 ft-lbs 61.3% 100% 1 07-00-08 End Shear 3238 lbs 41.0% 100% 1 01-03-06 Total Load Deflection L/366(0.446") 65.5% n\a 1 07-00-08 Live Load Deflection L/624(0.262") 57.7% n\a 2 07-00-08 Max Defl. 0.446" 44.6% n\a 1 07-00-08 Span/Depth 13.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 3-1/2" 3958 lbs 44.6% 43.1% Spruce-Pine-Fir B2 Hanger 2-1/2"x 3-1/2" 3911 lbs n\a 59.6% Hanger 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. Calculations assume member is fully braced. Hanger Manufacturer: Simpson Strong-Tie, Inc. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Connection Diagram: Full Length of Member a bI 7d7 7• �� I • . • 10,/"\ Page 1 of 4 • Bolas Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP PASSED F011Center Garage Beam (Floor Beam) BC CALL®Member Report Dry I 1 span I No cant. September 23,2019 10:46:11 Build 7295 Job name: Andy's Folder File name: Proctor Beam 1 Address: Description: City, State, Zip: Specifier: Customer: Designer: J Andrew Shakliks Code reports: ESR-1040 Company: Mid-Cape Home Centers Connection Diagram: Full Length of Member a minimum=2" c=7-7/8" b minimum=2-1/2" d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in. Staggered Through Bolt 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®,AJST", ALLJOIST®,BC RIM BOARDT",BCI®, BOISE GLULAMT",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 4 CB-Oise Cascade - Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP PASSED F01\Header At Existing (Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 23,2019 10:46:11 Build 7295 Job name: Andy's Folder File name: Proctor Beam 1 Address: Description: City, State, Zip: Specifier: Customer: Designer: J Andrew Shakliks Code reports: ESR-1040 Company: Mid-Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 14-00-00 B1 B2 Total Horizontal Product Length=14-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1155/0 1274/0 B2, 3-1/2" 1155/0 1274/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 14-00-00 Top 12 00-00-00 1 Gable Load 60 PLF Unf. Lin. (lb/ft) L 00-00-00 14-00-00 Top 60 n\a 2 Point Load From Center Conc. Pt. (lbs) R 07-00-00 07-00-00 Back 2310 1540 n\a Beam Controls Summary Value %Allowable Duration Case Location Pos. Moment 14686 ft-lbs 69.0% 100% 1 07-00-00 End Shear 2337 lbs 29.6% 100% 1 01-03-06 Total Load Deflection L/398(0.408") 60.3% n\a 1 07-00-00 Live Load Deflection L/769(0.211") 46.8% n\a 2 07-00-00 Max Defl. 0.408" 40.8% n\a 1 07-00-00 Span/Depth 13.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 3-1/2" 2429 lbs 27.3% 26.4% Spruce-Pine-Fir B2 Column 3-1/2"x 3-1/2" 2429 lbs 27.4% 26.4% Spruce-Pine-Fir 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. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 3 of 4 ,r ft al Boise Cascade - Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP PASSED F011Header At Existing (Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 23,2019 10:46:11 Build 7295 Job name: Andy's Folder File name: Proctor Beam 1 Address: Description: City, State,Zip: Specifier: Customer: Designer: J Andrew Shakliks Code reports: ESR-1040 Company: Mid-Cape Home Centers Connection Diagram: Full Length of Member b re---d • -r• 167 •� • a minimum =2" c=7-7/8" b minimum =2-1/2" d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in. Staggered Through Bolt Connection Diagrams: Concentrated Side Loads Connection Tag:A Applies to load tag(s):2 1 ' b — c - 1 a minimum=2" • • • • V b minimum=4" 1111 c minimum=4" d maximum = 12" • e minimum =3" d • • \ •e f minimum= 1" Connectors are: SDS 1/4 x 3-1/2 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 GLULAMT"",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 4 ®BolseCascade - Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP PASSED Ridge Beam (Roof Beam) BC CALC®Member Report Dry 11 span I No cant. September 19,2019 07:06:01 Build 7295 Job name: Andy's Folder File name: Proctor Beam 1 Address: Description: City, State,Zip: Specifier: Customer: Designer: J Andrew Shakliks Code reports: ESR-1040 Company: Mid-Cape Home Centers 0 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 k • B1 14-00-00 B2 Total Horizontal Product Length=14-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1641 /0 2310/0 B2, 3-1/2" 1641 /0 2310/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 14-00-00 Top 14 00-00-00 1 Roof Loads 30/20 11' Unf. Lin. (lb/ft) L 00-00-00 14-00-00 Top 220 330 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 12938 ft-lbs 53.7% 115% 4 07-00-00 End Shear 3340 lbs 30.6% 115% 4 01-01-00 Total Load Deflection L/285 (0.569") 63.1% n\a 4 07-00-00 Live Load Deflection L/488 (0.333") 49.2% n\a 5 07-00-00 Max Defl. 0.569" 56.9% n\a 4 07-00-00 Span/Depth 17.1 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 3951 lbs n\a 28.7% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 3951 lbs n\a 28.7% Unspecified 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 Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 Boise Cascade - Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP PASSED Ridge Beam (Roof Beam) BC CALC®Member Report Dry I 1 span I No cant. September 19,2019 07:06:01 Build 7295 Job name: Andy's Folder File name: Proctor Beam 1 Address: Description: City, State,Zip: Specifier: Customer: Designer: J Andrew Shakliks Code reports: ESR-1040 Company: Mid-Cape Home Centers Connection Diagram: Full Length of Member al bra- d� 4 • • • c � •� • a minimum=2" c=5-1/2" b minimum=2-1/2" d=24" Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in. Staggered Through Bolt 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®,AJST"', ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM',BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2