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0451 WIANNO AVENUE
W nra � g i h { p� 1 1 1 1 1 f 1 l 1 -- i _ - t _ C Jk >0 J = - c f D"ID H. ELLSWORTH 459 Wianno Ave.,Box35 Osterville, MA 02655 (508) 428-83523 03/31/2008 Mr. Jeffrey Lauzon,Bldg. Inspector re: Tierney project Town Office Bldg. 451 Wianno Ave. 200 Main Street Osterville,MA 02655 Hyannis,MA 02601. Dear Mr. Lauzon: I enclose a few pictures illustrating the excavation at the south side of the foundation At the above-mentioned building project. My concern is described below. The excavation extends approximately eight feet from the south wall'of the foundation. The floor of the excavation is now level at a depth of approximately seven feet below the surfaces of the other three ground levels surrounding the house. The pictures show a vertical opening in the foundation,-presumably for the purpose of a door, which appears to be the only exit planned from the cellar's interior. My concern is the now existing eight foot extension southward from the foundation. It has been mentioned in neighborly discussions that this exit from the cellar will house a bulkhead. I don't see how a stairway rising from the cellar floor to an above-ground bulkhead outside the foundation can possibly be installed in the one foot of space available within the southerly set-back limit. And I t unl see whythe eight foot'space to the south of the foundation is necessary, if what is actually planned is a simple door at the first floor level above the cellar,at the foundation. Sorry to be long with this concern,but it would be unacceptable to me if an encroachment were to be created by the construction of a bulkhead to the south of the foundation,and I would hope the actual intent will be discovered prior to actual completion of whatever is planned for the southerly egress from the cellar. Thanks-- Very truly yours, Gv�izo� - vid ff. Ell 0rth David H. Ellsworth 459 Wianno Avenue, Box 35 Osterville, Massachusetts 02655 (508) 428-8352 04/28/2010 Mr. Jeffrey Lauzon, Bldg. Inspector re: Tierney Project Town Office Building 451 Wianno Ave. 200 Main Street Osterville, MA 02655 Hyannis, MA 02601 Dear Mr. Lauzon: Please refer to my letters to you, (copies enclosed), written on March 31, 2009 and on September 4, 2009, in which I requested information about the construction now providing entrance and egress through the handsome door and stairway to and from the Tierney residence, now existing on its south side. Thou we've dis s e i Though w a cu s d th s, please write to me and explain why this construction was allowed to be placed in the center of the set-back limit between our two properties, rather than at the edge of it. Thank you! Very truly yours, David Ellsworth _..: � �r Y s ,,J'1 _... � _. _ A L � w � iLr _ Aye ' _ 1 �•_ 6W! I lj Jam ' I? P I I CJ tow_._ r � a / � a1� 1 _ F r n ' 4 S �T � 4r Mwo �. I'M i-IR7,1 i ' i Cff $ 04.:14 f m I":" 5'e" i rnF4 (144 y r f � r4 I' ; ,,� A �! 7XI DAVID H. ELLSWORTH 459 Wianno Ave., Box35 Osterville, MA 02655 (508) 428-8352 09/04/2009 Mr. Jeffrey Lauzon, Bldg. Inspector re: Tierney Project Town Office Building 451 Wianno Ave. 200 Main Street Osterville, MA 02655 Hyannis, MA 02601 Dear Mr. Lauzon: You'll remember I called about the concrete construction at the south side of the Tierney Building. I recognize that Mike could not have a bulkhead, and you told me that this concrete "encasement," (I use that word only because what it really is, is an exit from the basement interior, allowing people in the house to climb stairs to exit the building,) and you told me that this would be "below grade." I think it is not, IF, as I am advised, "below grade" means "below ground level." I submit that, at present, it isn't. I'm further advised that if the surface of this concrete is exposed, (it is,) and if its southern exterior surface is within fifteen feet of my property, (it is,) then - if I want to sell this property, the surface investigation (plot plan??) will show an encroachment. Medical issues take me to Boston for appointments all day tomorrow, and as it's Friday, I thought you should have this in the mail. Please check, and I'll talk to you soon. Best regards, Davi H. Ellsworth DAVID H. ELLSWORTH 459 Aianno Ave., Box35 Osterville, MA 02655 (508) 428-83523 03/31/2008 Mr. Jeffrey Lauzon,Bldg. Inspector re: Tierney project Town Office Bldg. 451 Wianno Ave. 200 Main Street Osterville, MA 02655 Hyannis, MA 02601 Dear Mr. Lauzon: I enclose a few pictures illustrating the excavation at the south side of the foundation At the above-mentioned building project. My concern is described below. The excavation extends approximately eight feet from the south wall of the foundation. The floor of the excavation is now level at a depth of approximately seven feet below the surfaces of the other three ground levels surrounding the house. The pictures show a vertical opening in the foundation,presumably for the purpose of a door, which appears to be the only exit planned from the cellar's interior. My concern is the now existing eight foot extension southward from the foundation. It has been mentioned in neighborly discussions that this exit from the cellar will house a bulkhead. I don't see how a stairway rising from the cellar floor to an above-ground bulkhead outside the foundation can possibly be installed in the one foot of space available within the southerly set-back limit. And I don't see why the eight foot space to the south of the foundation is necessary, if what is actually planned is a simple door at the first floor level above the cellar, at the foundation. Sorry to be long with this concern,but it would be unacceptable to me if an encroachment were to be created by the construction of a bulkhead to the south of the foundation, and I would hope the actual intent will be discovered prior to actual completion of whatever is planned for the southerly egress from the cellar. Thanks -- Very truly yours, David H. Ellsworth TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ` Map 13 Parcel pplication # Health Division Date Issued J Conservation Division Application Fee Planning Dept. Permit Fee It? Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 45-1 Widono Ave Village Os4e"d le Owner mltd morphaAddress BIQ Wa-S&nOzio 14 / , M4 Telephone- Permit Request 'x 6v I k wj rm1) wl 1b 800 9 5�-Q " hina-1 4Ve QI .58_14r<1041�slo6 Ins &2ks/)Lz) 0&-,Db4 W / alarms a ad v<se pQa a %1 o - Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District PEE Flood Plain Groundwater Overlay Project Valuation Construction Type c Di Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ur' Two Family ❑ - Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) /)/,a Basement Unfinished Area (sq.ft) r >f Number of Baths: Full: existing f)fa new Half: existing mew Number of Bedrooms: a- existing —new Total Room Count (not including baths): existing new First Floor RQ m Coun o Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other -� Central Air: 0 Yes ❑ No Fireplaces: Existing New Existing wood/'coal stogy ❑0s ❑ No r� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing Unew size Attached garage: ❑existing . ❑ new size _Shed: ❑ existing ❑ new size _ Other: i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use n�c,1 Proposed Use .5't t)I Mrv�i�n l _ b APPLICANT INFORMATION (BUILDER OR HOMEOWNER) i � Name Vl" 95502 JES Telephone Number`%5) 7 'j —345-] Address //D 140�5M License # 0-.5 7423 3 2 Home Improvement Contractor# 19 &436 I Worker's Compensation # WCAO2/f3600— /(o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN 9!' SIGNATURE DATE 25 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t MAP/PARCEL NO. 7 s 'ADDRESS VILLAGE f OWNER DATE OF INSPECTION: l t ' 4, FRAME INSULATION T FIREPLACE ELECTRICAL: ROUGH " 'FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f DATE CLOSED OUT F ASSOCIATION PLAN NO. S J _ • y e 11111111111111I The Commonwealth of Massachusetts Print Form .. Department of Industrial Accidents -- - - Office of Investigations I Congress Street, Suite 100 ,- Boston, MA 02114-2017 ' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):Viola Associates, Inc. Address:110 Rosary Lane, unit A City/State/Zip:Hyannis, Ma. 02601 Phone #:508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 25 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.El 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 Swimming Pool 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. :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:Acadia Insurance Company Policy #or Self-ins. Lic. #:WCA0218000-16 Expiration Date:4/29/14 Job Site Address:451 Wianno Ave, Osterville, Ma. City/State/Zip:02655 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 certi and the pains and Penalties ofperjury that the information provided above is true and correct. Si ure: --r-- --- J__ - e- Date: nat 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#: DATE ,aco�® CERTIFICATE OF LIABILITY INSURANCE 4/24M2013 � ii THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNAMEA0MEC Northboroug h Construct West : Eastern Insurance Group LLC PHONE (508)393-7744 FAX No: WIC No Fxt), 155B Otis Street -MAIL ADDRESS: INSURE S AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance Company 31325 INSURED INSURER B: Viola Associates Inc INSURERC: BOX 389 INSURERD: INSURER E: Centerville MA 02632-0389 INSURERF: COVERAGES CERTIFICATE NUMBER:2013 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDU CED BY PAID CLAIMS. ADDLISUBRI INSR TYPE OF INSURANCE POLICY NUMBER MM/DDY EFF MM/DDY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 A CLAIMS-MADE FZ OCCUR PA0217962-16 /29/2013 /29/2014 M ED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X I POLICY I PRO LOC BINED $ AUTOMOBILE LIABILITY ED e.dan SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A ALLOWNED X SCHEDULED 0217963-16 /29/2013 /29/2014 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS n NON-OWNED PROPER tDAMAGE $ AUTOS X UMBRELLA LIAR [XTOC CUR EACH OCCURRENCE $ 1,000,000 AEXCESS LIAB LAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ UA5047783-11 /29/2013 /29/2014 $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARINER/EXECUTIVE YIN N E.L.EACH ACCIDENT $ 500,000 OFFICER/MEM BEREXCLUDED7 E N/A CA0218000-16 /29/2013 /29/2014 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Murphy Residence ACCORDANCE WITH THE POLICY PROVISIONS. 451 WEianno Avenue Osterville, MA 02655 AUTHORIZED REPRESENTATIVE Rosemary Fulham/CLU1 �� ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 rsntnns)m Tho arnpin nnma and Inn^nra ranicforarl mnrlrc of Arewn 3 - 1 :Massachusetts - Department of Public Safetl Board of Building Re- �ulations and Standards Construction Supervisor License License: CS 76332 KEVIN BOYAR PO BOX 716 W BARNSTABLE, MA 02668 c— J��- Expiration: 9/5/2013 ('uumiissiuncr Tr#: 4529 ,per Office of Cddsi3t'h �f# s�c sine eg �\ E IMPROVEMENT CONTRACTOR gistration: 14�436 Type: Expiration � 1 VIO SOCIATEB; Supplement C S 4 _t; _- +tt:il KEVIN BOYAR P.O. BOX 389 :>. =�y CENTERVILLE,MA 02632" Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 1rd Boston,MA 02116 Not valid without nature L pr a Maria Martignetti Murphy -781-741-5504 p.1 �zHE,�y Town of Barnstable V Regulatory Services 'I Thomas F.Geiler,Nrector Mwas fa,,Dy► Building Division Tom Perry,Building Commissioner 20C Main Street,Hyannis,MA 02601 %ivwADwn.barnstable.ma.us Office: 508-962-4038 Fax: 508-79C-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Cavner o_`the R:bject propc=7 hereby authorize "� ` to act on my beha'.=, in all mallet=reLtive to work authorized by this(�buikiiag permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools aie not to be utilized until all final inspections are performed and accepted. .�' S' a e o Owner s' e of Applicant Print Name Pant Name Date Q:FoR MS:0�7NFRPF.FMMIONP00U r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map j Parcel 002_ implication# d Health HeDivision a _ Date Issued f� � Conservation Division Application Fee ly Tax Collector Permit Fee 12 3 2251•e0 Treasurer Planning Dept. -° Date Definitive Plan Approved by Planning Board 1 ' Historic-OKH Preservation/Hyannis Project Street Address ly�/ 1 Uj Q VXJ0 A v c Village OS49-6-V Owner RA4c.,"a 1?0 Address S 5 g Telephone j 7' ��- �''6 fp 2.l 32- Permit Request .3e-4-10 I;ko..J Me- bo 1, � p I ®— C1 IV Cd►Js-�,r�c�� �/e_t,.� rZ5 I�l!-t ( /J�r'1 yrr cia. �')O t+"r Square feet: 1st floor:existing proposed 2-435- 2nd floor:existing/ proposed"312t Total newSS-6 y Zoning District Flood Plain Groundwater Overlay Project ValuatiorE&'2 _ 0 Construction Type �✓ Lot Size o s Grdndfathered: 0 Yes ®Ko If yes, attach supporting documentation. Dwelling Type: Single Family U" Two Family ❑ Multi-Family(#units) Age of Existing Structure ' r!9 Historic House: ❑Yes Qo On Old King's Highway: ❑Yes MIN o Basement Type: 30Full ❑Crawly Walkout ❑Other 0 Basement Finished Area(sq.ft.) !Y/ Basement Unfinished Area(sq.ft) 2 1 2- Number of Baths: Full:existing new S7 Half:existing —new-2- Number of Bedrooms: existing— new Total Room Count(not including baths):existing 6 new / First Floor Room Count Heat,Type and Fuel: LYGas ❑Oil ❑Electric ❑Other Cen;fal Air: Roves ❑No Fireplaces: Existing 31 New Existing wood/coal sto e: 0 IN to ' p6 oS� -J Detached garage:❑existing ❑new size Pool:O existing ❑new siz� Barn:0 exist ❑ne a�''-�,size Attached garage:2'existing mew size ��Shed:❑existing ❑new size' 'T=-Other: :�5f — 0 a. Zoning Board of Appeals Authorization, 0_-Appeal-.# Recorded❑ _ Commercial ❑Yes UKO If yes, site plan review# wrb Current Use Proposed Use ok BUILDER INFORMATION Name �/� /1 C I'll Zt� /`/�a4--z. Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE - %U- od 7 FOR OFFICIAL USE ONLY Y Al*'(CATION# r, Pl ISSUED t, MAP/PARCEL NO. AI7bRESS VILLAGE z ' OWNER Yrr DATE OF INSPECTION: FOUNDATION 3�TbT FRAME t1�2-fe b I . J;. INSULATION ItloSIoB FIREPLACE-' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ff FINAL BUILDING I �Io S��Vau o f DATE CLOSED QUT ASSOCIATION PLAN NO. ' x t Town of Barnstable Regulatory. Services BARNSTAB". • Thomas F. Geiler Director .P MASS. �► f ec39. 61 Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW . o Owner: awf-r Map/Parcel: )(03 062 Project Address #SI Wi aNnn ko— Builder: Owner The following items were noted on reviewing: sco e- o;t- ' " % ti T (' [o c.a-k ea t ,kr-r— e-let«, ses%p.. sue• �O&A' �,ae—eL41 —� Reviewed by: Date:�3f0$ Q:Forms:Plnrvw r Town of Barnstable Regulatory Services Thomas F.Geffer,Director eaxtasrAMA ; es Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: U JOB LOCATION: LA)' C�AIOJ s �VL OS „•I�� MA number street village "HOMEOWNER^:__ CL+V,;C!s Q D lie name home phone# work phone# CURRENT MAILING ADDRESS: tC r'�+y Tires lr. _Ave fie - PG), 141,4— 0�/3Z city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. 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 dwelling,attached or detached structures 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. 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 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minim spection procedures and requirements and that he/she will comply with said procedures and Signs of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perforating work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors},provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section Z IS)This tack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:f0nW:homeexempt i j Patricia Power 35 Grayfield Ave West Roxbury,MA 02132 December 10,2007 Re:Permit application for 451 Wianno Ave. To:Building Inspector: This is to inform you of the shut off notices for my utlities at 451 Wianno Ave. We are planning to use the home through the holidays and would like to request that our shut off notices be sent to you by January 15,2008 however we will be submitting the main permit in December. Also,we understand we will not be issued a demolition/re-build permit until all shut off notices have arrived into your office. Sincerely, Patricia Power December 7, 2007 KEYSPAN PO Box 4300 Woburn, MA 01888-4300 Re: Shut off for Demolition 451 Wianno Ave Osterville, MA 02655 To Whom It May Concern: I Patricia R. Power homeowner of 451 Wianno Ave,Osterville, MA, request a shut off for the purpose of demolition. My account#is 54670-17715 My mailing and home address is 35 Grayfield Ave West Roxbury, MA 02132 Home Phone '617-325-0342 Email: powerprp@aol.com I would like the service shut of ASAP //;atricia R. Power S r i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers'' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): . c.t ' C Ly ee_ Address: _ I �i(�a Clvv o A✓� n City/State/Zip: v✓;I e- M�' �z Phone.#: 6 Are you an employer? Check the appropriate bog: -Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction . 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling 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.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions '3.�am a homeowner doing all work officers have exercised their 11.0 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' . 43.❑ 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. lam an employer that isproyiding workers'compensation insurance for my employees. Below isihe 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 u th pains•and pen s of perjury that the information provided above is true and correct Sienature•. /� / Date: 2- _ a—d oQ _ Phone#: '7— /l ? _7�lv fa Official use only. Do not write in this area,tb be completed by city or town o�ciaL 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'.compensation fortheir 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 bean employer." 1vIGL 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 foz the performance of public work until acceptable evidence of compliance with the mc1rance 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-contractors)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 bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone-and fax number:. The Commonwealth.of Massaohusetis Department of Indust al Accidents Office of Investigations 600 Washingtom Street Boston, MA 02111 Tel. #617-727-490.4 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gav/dia f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • . `'a - - : is :: .. Map 1 Parcel 7 =,Application # d ( 0� Health Division bate Issued 3 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive.Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 46 Village ,q 'q• ' Owner �a.R�o�-`A 1� \vtLP Address . 3� C ``oo�f T ��►hblr�q•� Telephone TAR `SSbs Permit Request ............. �p 2. � • ' (��E. (S�4.t ' `x v\nb TV q�� . Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 0 Zoning District Flood Plain Groundwater Overlay Project Valuation vml, '—Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .Q Two Family ❑ Multi-Family (# units) Age of Existing Structure 140q� Historic House: 0 Yes M<O On Old King's Highway: ❑Yes 0 No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 'Gas ,O Oil ❑ Electric ❑ Other _ ) 7? o Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/ooal stove:�.0 Yes;0 No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 0 existing ❑ new -size Attached garage: 31 existing ❑ new size _Shed: ❑ existing Ellnew size _ Other: ,J Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ cc m Commercial ❑ coYes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .,,,p 1. •�,�(�, 3 SO ��„`E Name �n�0�� �VQ-�`�f Telephone Number Address 3� �" ` `��� J s' 1-t��nb� ''� License # Q,pw o Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3 7 A 0 ! 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED - :_MAP/PARCEL NO. ADDRESS.. VILLAGE OWNER t DATE OF INSPECTION: _ ``_FOUNDATION-1 _ R FRAME _ INSULATIOW- FIREPLACE ELECTRICAL: ROUGH FINAL '? PLUMBING: ROUGH FINAL a 'GAS: C4=4Y ROUGH tti'' k' FINAL FINAL BUILDING G 6 DATE CLOSED OUTE;� ASSOCIATION PLAN NO. 4 The Commonwealth of Massachusetts �� 6 Department of Industrial Accidents I 47j, j, ,� Office of Investigations l f r; 600 Washington Street 1 �ill� i ,J 4/ Boston, MA 02111 _� www.mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Bus iness/0 rganization/In div idual)' Address: -q� City/State/Zip: 4%V%%J {'`� Phone #: _'8%" "401 lb 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 2.El am a sole proprietor or partner- listed on the attached sheet. # ❑ Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9, ❑ Building addition [N�p workers' comp. insurance 5. ❑ We are a corporation and its quired.] officers have exercised their 10.❑Electrical repairs or additions 3. I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions Myself [NO workers' comp. c. 152, §](4), and we have no 12.0 Roof repairs insurance required.}t employees. [No workers' comp. insurance required.] 13.❑ Other *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 their workers'comp.policy information. 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 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 certif r the d allies of perjury that the information provided a ove true and correct. Signature: Date: 3 ? 2 0 Phone#: �� 8 Y Y Official use only. Do not write in this area, to be completed by city or town offccial 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 I i Infoarmation 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 anotfier-4ITd.ernploy9 pe-rsods 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 ' ren`eAl of:a 14cerise#':;permit to operate a business or to eonstruct.bu-ild.a igs,in.-th'a 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-contractors)name(s), address(es)and phone number(s)along with their certificme(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 leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's adWess, telephone and fax number: The Comfiionwealtlt of Massachusetts t< ` Departm&Dlt of Iridustiial Actident.s' Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 y Town of Barnstable mot ct ray ReguTato*ry Services &k ��� Thomas F. Geiler,Director KAISM Building Division PrED '� Tom Perry, Building Commissioner 200 Main•Street,_Fyannis, MA 02601 Trw-Tv.to wn.b ar nsta b I e-ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOKEOV NER LICENSE EXEMPTION Mcare Print DA TE: JOB LOCATION: 4S 1 LJ�'qa'i`'��• �. O S ' "� `tidr� nu\mbcr r street village oo "HOMEOWNER": `� yOQ- C�CK 1�1 SIN - (A\AIp name home ph ne# work phone At CURRENT MAT NG ADDRESS: Sol 4hP� Ny C;ty�t04V1] State Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as superS7so DEFIhMON OF HOMEOWNER Persons) who owns a parcel of land on which.be/sbe,resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrycts more than one home in a two-year period shall not be considered a bo=owner. 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 I09.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned "homeowner"certifies that.be/she understands the Town of Barnstable Building Department Minimum iDsp6ct3i procedures and requirements and that he/she will comply with said procedures and re nts. gn r omco Approval of Building Official Note: Three-family dwellings containing 3 5,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOAMOWKER'S EZEtv=bN .The Code states that "Any bomcowncr performing work for which a building permit is required sha0 be exempt from the provis;ons Of this 9cc6oq(Sceti6n 109.1.) -Licensing of construction Supernrisors);provided that if the homeowner engages a persons)for hire to do such wofk, that such Homeowner shall act as supa-visor." Many homeowners who use this rxcmption an unaware that they arc zsmrning the responsib;lities ofa supervisor(see Appendix Q, Ru)cs&Regb.ladc)ns for Licensing Construction Supervisors,Section 2.15) This lack of awarrncss bftcn results in serious prob)cros,particularly when the homeowner hires un)icensed persons. In this ease,our Board cannot proceed against the unlicensed person as it wDu)d with a)icenscd Supervisor. The homeowner acting as Supervisor is u)timatc)yresponstb)c. To ensure that the homeowner is fiuIly aware ofhis/hcrrtsponsibihtics,many communitics squire,as part of the permit application, that the homeowner Certify that hcJshe understands the responsila litics ofa Supervisor. On the lest page of this issue is a form currently used by several towns. You may care t amend and.adopt such a fomt/ecrtifrcation for use in your corrununity. . I • t r_ Town of Barnstable Regulatory Services MkRNSTAXLY— q ' hus.& � Thomas F. Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: S08-862-4038 Fax: 508-790-623 rto•co< ".,:�-=ia: a •�� �{a.tf,e5» '> '!>rr-cr �, s .. Property,Owner=mMus t Comp'1e,,tei-d'S ec tiorx ;If Usm- A:Bgilder �.y,'" ,.r. ✓ �C ,�. '.�u:�e`�� .mot°i..f. H��- as Owner of the subject.pr'perty i hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for.. (Address of rob) ge ' Signature of Owner Date , e 4, ,° _. Prat Name If Property Owner is applying for permit pleas e complete the Home owners'License Exemption Form on the reverse side. eOt�- 3/2r/oEJ,�, 4� 0 Si 6�L ^1 NEW FNDN TOP FND 35.50' ? 4.4�� 1 .h MAP 163, PARCEL 002 451 KlANNO AVE. OSTERWLLE, MA ss s- W •O h 2 N 0 A O AS-BUILT PLAN PREPARED FOR I CERTIFY THAT THE IMPROVEMENTS SHOWN of y BRIAN MAUNSKI, BUILDER HAVE BEEN LOCATED WITH AN INSTRUMENT ��` �ss'�c CENTERWLLE, MA 508-400-4103 �+ y� DATE: FEB 26, 2008 JOB * E00792 SURVEY. > Roes s c SYKES SCALE 1 =30' DWG. CPP No. 354t8 y EASTBOUND LAND SURVEYING, INC. io s P.O. Box 442 ROBB SYKE , RLS DATE FORESTDALE, MA 02644 508-477-4511 V.n �t"E' ti Town of Barnstable Building Department - 200 Main Street _ STAB . *MASS. Hyannis, MA 02601 9�A 16g9. . (508) 862-4038 rEo r�s Certificate of Occupancy Temporary Application 200707938 CO Number: 20100218 Parcel ID: 163002 CO Issue Date: 12/07110 Location: 451 WIANNO AVENUE Zoning Classification: RESIDENCE F-1 DISTRICT Owner: POWER, PATRICIA R Proposed Use: SINGLE FAMILY HOME 35 GRAYFIELD AVE WEST ROXBURY, MA 02132 Village: OSTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: TEMP CO ISSUED FOR 30 (THIRTY) DAYS TO EXPIRE 117111 2-1?/i Building epartment Signature Date Signed Expiration Date oF TOWN OF BARNSTABLE Building' -- Application Ref: 200707938 * BARNSTABLE, * Issue Date: 01/17/08 Permit y MASS. �pA i639• A�� • Applicant: POWER,PATRICIA R Permit Number: B 20080132 rF0 MA'I Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/16/08 Location 451 WIANNO AVENUE Zoning District RF-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 163002 Permit Fee$ 3,280.00 Contractor PROPERTY OWNER Village OSTERVILLE App Fee$ 100.00 ,License Num OWNER Est Construction Cost$ 800,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD SINGLE FAMILY 4 BEDROOM HOME I THIS CARD MUST BE KEPT POSTED UNTIL FINAL J INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: POWER, PATRICIA R BUILDING SHALL NOT'BE OCCUPIED UNTIL A FINAL Address:. 35 GRAYFIELD AVE INSPECTION HAS BEEN MADE. WEST ROXBURY, MA 02132 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OkSI.DEWALKORANVPART-THETWCWI R TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL'AS DEPTH AND LOCATION OFPUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.' THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ��. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 11�Z6/6P 1 oa erl . 1 �'�� �� 6• /Lvz:�:� iog �Ilwa -� 2 I � `O � � 2 �k l_-vQ 301)a-� T%�P �. 3 /Z��;�/DO 1 f4eating Inspection Approvals Engineering Dept `l v Fi a Dept 2 Board of Health I -rX s-"4 v►, � l� -�L? IGr�-ti Lam:,�.s 7v, --Te-4 L . r ' ( J l Wiqx)NO I�V� C_C, ���dwS 4r ❑ Tax Collector Y ❑ Treasurer ❑ Workers Compensation Insurance Affidavit for the event the homeowner takes out the permit,sub Insurance Compliance Certificate must be on fill ❑ Energy Compliance Form ❑ Home Improvement Contractor Affidavit must ❑ Copies of the following licenses are required: Improvement Contractor's License-if anyone oth permit. ❑ Property owner must sign Property Owner Lette ❑ Homeowner License Exemption Form must be s contractor or builder for the project. ❑ Application Fee($50)* must be paid upon submi existing apartments requiring construction. ❑ Permit Fee for new apartments or existing apartm $1,000*of construction value. Minimum fee is $2 ❑ Occupancy Permit to be issued following final in ❑ Certificate of Compliance to be prepared after O *Multi-family(3 or more units): Application fee $10 $50, Occupancy permit 05. qamnaptcon 062305 r c Bois adruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100 SP Floor Beam1.:.UND FL STEEL BC CALCO 9.5 Design Report-US 1 span No cantilevers Oil slope Thursday, December 27, 2007 10:20 Build.91 ' File Name: SWP321-Tierney(Rev2).BCC . Job Name: SWP Description: 2ND FL OVER LIVING/ENTRY p� Address: Specifier: DPM D City, State,Zip: , Designer. I v7 Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 4 5 7 fi p.n � T-d5 s.' ,,,&x+� -jx-sue '�<£ ""�' '} ., Y ��•- r s � sf.�'�` i r. r , #� °. €? AIL 16-06-00 y BO - B1 LL 10262'ibs LL 11879 Ibs' DL 3852'lbs DL 4376 Ibs Total•of Horizontal Design Spans=16-06-00 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- 16-06-00 40 10 08-00-00 2 Unf. Lin. (plf) Left' 00-00-00 16-06-00 -0 60 n/a 3 Unf.Area.(psf) Left 00-00-00 16-06-00 30 10 17-05-00 4 Reaction from Designs\Level..: Conc. Pt. (Ibs) Left 07-04-04 07-04-04 3381 1228 n/a 5 Reaction from Level_3029 a...Conc. Pt. (Ibs), Left , 14-05-02 14-05702 1344 551. n/a 6 Unf.Area (psf) " Left 07-04-04 16-06-00 40 10 08-00-00 7 Unf.Area(psf) Left 00-00-00 07-04-04 40 10 02-00-00 Load Disclosure, Controls Summary Value l :%Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 69182 ft-Ibs 162.6% 100% 1 1 -internal be verified by anyone who would rely on kEnd Shear =14593 Ibs 92.4% 100% 1 1 -Right output as evidence of suitability for Total Load.-Dell. LA 18 (1.676") 203.1% 1 1 ' particular application. Output here based on building code accepted design Live Load Defl. L/162 (1.224") 222.5% 1 1 properties and analysis methods. Max Defl. 1.676" 167.6% 1 1 Installation of BOISE engineered wood. " Span/Depth •` 16.71 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes:To obtain Installation Guide Cautions or ask questions,please call Member has insufficient Pos. Moment resistance to carry loads., (888)234-0056 before installation. Member is insufficient'to carry loads for Code minimum load deflection at limit of U240. BC CALC@, BC FRAMER@,AJSTM, Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. ALLJOIST@, BC RIM BOARD-, BCI@, Member is insufficient to carry loads for Maximum load deflection at limit of 1". BOISE GLULAM rm SIMPLE FRAMING SYSTEM@,VERSA=LAM@,VERSA-RIM Notes PLUSP,VERSA-RIM@, VERS STRANPP,VERSA-STUD@ are Minimum bearing length for BO is 2-3/4". trade arks of Bow Wood Products, Minimum,bearing length for 61 is 3-1/8". L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ rC:)T� 1/2 intermediate bearing c: gg n Z%n 1 N &'. 0; —a rn Page 1 of 2 i 801SNiad ru pie 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\2ND FL STEEL BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: 2ND FL OVER LIVING/ENTRY Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: - Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide 24" or ask questions,please call b minimum=2-1l2"d = a minimum=2" c= (888)234-0056 before installation. Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BC CALC®,BC FRAMER®,AJSTm please consult a technical representative or professional of Record. ALLJOIST®, BC RIM BOARDTMBCI®, Beams pinches wide will be assumed to be either top-loaded only,or equally loaded from each side. BOISE GLULAMTM SIMPLE FRAMING SYSTEMO,VERSA-LAM®,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or higher.' PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 1/2 in.Staggered Through Bolt L.L.C. Page 2 of 2 801SE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 31,00 SP Floor Beam\...\BASEMENT BC CALCO 9.5 Design Report-US 4 spans l No cantilevers l 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: BASEMENT GIRT Address: Specifier: DPM City State,Zip: , Designer; , Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: _ - 2 ' 10 9 1 3 �•".r 'v�a+c r .3; 4 >.�'., � ,-' ^7s'� � '<d,r �� �. �.f., :5�:2�.,,`��.w'^:���. us, � . az. "'_ 07-02-02 06-06-01 08-02-09 OS-02-09 � BO 61 B2 63 84 "'LL 5941 Ibs LL 19569 Ibs tL 20425 Ibs LL 7561 Ibs LL 2573 Ibs DL 1871 lbs. DL 7637 Ibs DL 7088 Ibs DL 2319 Ibs DL 601 Ibs Total of Horizontal Design Spans=30-01-05 Load Summary Live Dead Snow Wind Roof Live Tagb Description Load T e Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area'(psf) Left : 00-00-00 30-01=05 40 10 08-00-00 2 Unf. Lin. (plf) Left 00-00-00 13-08-03 0 180 n/a 3 Unf:Area(psf) Left 00-00-00 09-04-04 40 10 09-00=00 4 Unf.Area(psf) • Left 20-05-04 30-01-05 40 10 09-00-00 �_5 ' Unf.Area(psf) Left 09-04-04 20-05-04 40 10 02-00-6 Reaction from Level_1\D39 a...Conc. Pt. (Ibs) Left 20-05-04 20-05-04 1935 1079 n/a 7 . Reaction from Level' 1\D39 a...Conc:Pt. (Ibs) - Left 09-04-04 09-04-04 1935 .1079 n/a 8 Reaction from,Designs\LOA.:. Conc. Pt. (Ibs) 'Right 16-05-02 16-05-02 10261 3852 17-05-00 9 Unf.Area(psf) Left 00-00-00 13-08-03 40 10 10 Unf.Area(psf) Left 00-00-00 13-08-03 30. 10 . 17-05-00 11 Reaction from Designs\Level... Conc. Pt. (Ibs) Left 09-02-02 09=02-02 3533 1407 n/a Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 12551 ft-Ibs 39.3% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -17946 ft-Ibs 56.2% 100% 18 •1 -Right output as evidence of suitability for articular a lication.Out ut'here based End Shear 5061 Ibs 42.7% 100% 14 1 -Left on building code-accepted design Cont. Shear 12353 lbs' 104.3% 100% 18 2 -Left properties and analysis methods. Total Load Defl. U1339(0.064") 17.9% 14 1 Installation of BOISE engineered wood Live Load Defl. _ U1608 (0.054") . 22.4% 14 1 products must be in accordance with Total Neg. Defl. 0.032" 6.3% 16 3 current Installation Guide and applicable 14 1 building codes.To obtain Installation Guid( Max Defl. 0.064" 6•4% or ask questions,please call . Span/Depth 8.3 n/a 0 3 (888)234-0056 before installation. Cautions ALLJOI TO BBC MMBO RDTm,BCI@ Member has insufficient Cont. Shear resistance to carry loads. BOISE GLULAMTm SIMPLE FRAMING SYSTEM@,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRANDO,VERSA-STUD@ are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum(U360)-Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2". 'Minimum bearing length for 61 is 6-7/8". Minimum bearing length for B2 is 7". Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 80iSE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\BASEMENT BC CALC®9.5 Design Report- US 4 spans No cantilevers 1 0/12 slope Thursday, December 27,2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: BASEMENT GIRT Address: Specifier: DPM City, State, Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: . ESR-1040 Misc: Connection Diagram Disclosure tb d— Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • ° • o • particular application.Output here based c /� on building code-accepted design properties and analysis methods. • • /� Installation of BOISE engineered wood e products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide 12" or ask questions,please call b minimum=3" d = a minimum=2" c= (888)234-0056 before installation. e minimum=3" BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMTM,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. 1 Page 2 of 2 i BO&SE' Quadruple 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP Floor Beam1...1D25 BC CALCO 9.5 Design Report-US 4 spans No cantilevers 0/12 slope Thursday, December 27, 2007 10:20 Build 91 - i File Name: SWP321-Tierney(Rev2).13CC Job Name: SWP Description: LOADS ONLY025 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code.reports: ESR-1040 ' Misc: T.Tfj�7�� PIT=- 2 3 11 1 141 1 1 1 1 1 1 151 '13-00-00 A 06-09-00 A06-09-13 OS-0 11 BO B1 B2 63 B4 LL 3553 Ibs i LL 15399 Ibs, LL 12146 Ibs LL 4934 Ibs LL 2058.lbs DL 1847 Ibs, DL 7921 Ibs. DL 4376 Ibs DL 2543 Ibs DL 782 Ibs SL 833 Ibs SL;3989 Ibs SL 1928 Ibs SL 1545 Ibs SL 146 Ibs Total of Horizontal Design Spans=32-05-08 Load Summary Live Dead Snow Wind Roof Live ,Tag Description Load Type Ref. Start End 100%/ 90% 115% 133% 125% Tribe 1 Standard Load Unf.Area (psf) Left 00-00-00 32-05-08 40 10 ` 09-04-00 2 Unf. Lin. (plf), Left 00-00-00 11-013-08 0 80 n/a 3 Unf. Lin. (plf) Left 19-09-00 32-05-08 - 0 80 n/a -4 Unf.Area(psf) Left 00-00-00 11-08-08 30' .10 09-04=00' 5 Unf.Area (psf) Left 19-09-00 32-05-08 30 10 09-04-00 6 Trapezoidal(plf) Left 00-00-00 30 60 n/a 11-08=08 180 360 n/a 7 Trapezoidal (plf) Left 19-09-00 180 360 n/a 32-05-08 30 60 n/a 8 Reaction from Level_3\D26 a...Conc. Pt. (Ibs) Left 16-00-08 16-00-08 . 540 603 .809 n/a 9 Reaction from Level_3\D27 a.�.Conc. Pt. (Ibs) Left 11-08-08 11-08-08 -606 650 844 n/a 10 Reaction from Level_3\D27 a...Conc. Pt. (Ibs) Left 16-00-08 16-00-08 606 682 909 n/a 11 Reaction from Level_3026 a:..Conc. Pt. (Ibs) Left 19-09-00 19-09-00 '540 574 752 n/a 12 Reaction from Designs\LOA... Conc. Pt. (Ibs) Left 16-00-08 16-00-08 11879 4375 n/a Load Disclosure Controls Summary Value .%Allowable Duration Case .Span Location Completeness and accuracy of input must Pos. Moment 21830 ft-Ibs 51.3% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -27596 ft-Ibs 56.4% 115% '17 1 -Right output as evidence of suitability for End Shear, 5113 Ibs 28.2% 115% 13 1 -Left particular application.Output here based Cont.Shear 13587 Ibs 86.0% 100% 18 .2-Left on building code-accepted'design Total Load Defl. U667 (0.234") 36.0% 13- 1 properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. U905 (0.172"). 39.8% 13 1' products must be in accordance with Total Neg. Defl. -0.021" 4.3% 13 2 current Installation Guide and applicable Max Defl. 0:234" 23.4% 13 1 building codes.To obtain Installation Guide Span]Depth 13.1 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Notes BC CALCO,BC FRAMER@,AJSTM, Design meets Code minimum(U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD-,BCI@,, Design meets Code minimum(U360) Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING . Design meets arbitrary(1 SYSTEM@,VERSA-LAM@,VERSA-RIM") Maximum load deflection criteria. PLUS@,VERSA-RIM®, Minimum bearing length for BO is 1-1/2". VERSA-STRANDS,VERSA-STUD@ are Minimum bearing length for B1 is 5-1/4". trademarks of Boise Wood Products, Minimum bearing length for B2 is 3 1/2". L.L.C. Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 BoiS* E- Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\D25 BC CALCO 9.5 Design Report-US 4 spans No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: LOADS ONLY\D25 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 - Misc: _Connection Diagram Disclosure ►1 b d— Completeness and accuracy of input must a be verified by anyone who would rely on a output as evidence of suitability for / particular application.Output here based on building code-accepted design c \ properties and analysis methods. Installation of BOISE engineered wood 0 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call b minimum=2-1/2"d = a minimum=2 c= 24" (888)234-0056 before installation. Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BC CALC@,BC FRAMER@,ALLJOIST®, BC RIM BOARDTm, BCI@, please consult a technical representative or professional of Record. BOISE GLULAMT" SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. SYSTEM@,VERSA-LAMO,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or higher. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRAND®,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 1/2 in. Staggered Through Bolt L.L.C. Page'2 of 2 �< BOISE, Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...1FB01 BC CALL®9.5 Design Report-US 4 spans I No cantilevers 1 0/12 slope. Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: LOADS ONLY\FB01 Address: Specifier: DPM City State,Zip: , Designer: Customer: Shepley Wood Products Company` Warren Trask Code reports: ESR-1040 Misc: 6 NIM ME 10 07-02-02 r 06-06-01 A 08-02 09 f 08-02-09 5 BO B1 B2 B3 B4 LL 1061 Ibs LL 2783 Ibs LL 3820 Ibs LL 7561 Ibs LL 2439 Ibs DL 288 Ibs DL 723 Ibs DL'965 Ibs DL 2573 lbs DL 559 Ibs Total of Horizontal Design Spans=30-01-05 . 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 30-01-05 -•40 10 08-00-00 4 Unf.Area(psf) Left 20-05-04 30-01-05 40 10 09-00-00 5 Unf.Area(psf) Left . 09-04-04 20-05-04• 40 10 02-00-60 6 Reaction from Level_1039 a...Conc. Pt. (Ibs) Left 20-05-04 20-05-04 1935 1079 ri/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and"accuracy of input must Pos. Moment 5181 ft-Ibs 16.2% 100% 16 4- Internal be verified by anyone who would rely on Neg. Moment -7151 ft-Ibs 22.4% 100% 22 3-Right output as evidence of suitability for End Shear - -2086 Ibs 17.6% . 100%. 16 4 Right particular application.Output here based Cont. Shear 4716.lbs 39.8% 100%` 22 3-Right on building code-accepted design Total Load Defl. U2603(0.038") 9.2% 16 4 : properties and analysis methods. Installation of BOISE engineered wood Live Load Defl. U2975(0.033")' 12.1% 16 4 products must be in accordance with Total Neg. Defl. -0.011, 2.1% 16 .3 \ current Installation Guide and applicable Max Defl. 0.038" 3.8% 16 4 building codes.To.obtain Installation Guide Span/Depth 8.3 n/a i 0 3 or ask questions,please call - (888)234-0056 before installation. Notes BC CALCO, BC FRAMER®,AJS rm, ' Design.meets Code minimum(U240)Total load deflection criteria. ALLJOISTO, BC RIM BOARD- BCIO, . Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIMPLUS®,VERSA-RIM®, Minimum bearing length for BO is 1-1/2". VERSA-STRANDS,VERSA-STUD®are Minimum bearing length for B1 is 3 trademarks of Boise Wood Products, Minimum bearing length for B2 is 3". t L.L.C. Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing`+ 1/2 intermediate bearing i } Page 1 of 2 Boisw Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...\FB01 BC CALCO 9.5 Design Report-US 4 spans No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build.91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: LOADS ONLY\FB01 Address: Specifier: DPM City, State,Zip: , - Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for o o particular application.Output here based c on building code-accepted design • ��/ properties and analysis methods. Installation of BOISE engineered wood e " ° ° j products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide 12" or ask questions,please call b minimum=3" d= a minimum=2" c= (888)234-0056 before installation. ' e minimum=3" BC CALCO,BC FRAMERO,AJSTM', ALLJOISTO, BC RIM BOARD- BCI@, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMTM',SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@, Concentrated loads are not considered in side load analysis. VERSA-STRANDO,VERSA-STUD@ are Connectors are: 16d Common Nails trademarks of Boise Wood Products, L.L.C. Page 2 of 2 Boise- Single 11-7/8" AJSTM 20 MSR JoistlLevel_1034 BC CALCO 9.5 Design Report- US . 1 span I No cantilevers 0/12 slope Thursday,.December 27, 2007 10:20 Build 91 16"OCS ,Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_l\D34 Address: Specifier. DPM City State,Zip: , Designer: Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc: �C'l.r r � a s r 7'ii#Td' a `" :rL?'s Y`r �1 s``�`w ,: n �'`C_Y -, j"• '�� 7C.•, 14-09-12 BO, 1-1/2 B1, 1-1/2" , LL 395 Ibs LL 31- Ibs DL 99 Ibs r DL 99 lbs Total of Horizontal Design Spans=14-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% '125% OCS 1 Standard Load Unf..Area(psf) Left 00-00-00 14-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1828 ft-Ibs 41.5% 100% 1 1 -Internal be verified by anyone who would rely on End°Reaction 490 Ibs 42.8% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U950 (0.187") 25.3% 1 1 particular application.Output here based Live Load Defl. U1188 (0.15") 40.4% 1 1 i on building code-accepted design Max Defl, 0.187" 18.7% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain installation Guide Design meets Code minimum(U240)Total load deflection.criteria. or ask questions,please call(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@,AJSTM, Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ ALLJOISTO, BC RIM BOARDT"" BCI@, 1/2 intermediate bearing BOISE GLULAMTM SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 ' ' BOISE- Single*11-7/8`'AJSTM .20 MSR Joist i-evel_1035 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope. Thursday, December 27, 2007 10:20 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_1\D35 Address: Specifier: DRM City State, Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 _ Misc: - -" . a - Ak 16-09 06 INA BO, 1-1/2" LL447lbs 61, 1-1/2" DL 112 Ibs LL 447 Ibs DL 112 lbs Total of Horizontal Design Spans=16-09-06 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% - 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 16-09-06 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2347 ft-Ibs 53.3% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 555 Ibs 48.5% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U674(0.299") 35.6% 1 1 particular application.Output here based Live Load Defl. .,, U843 (0.239") 56.9% 1 1 on building code-accepted design Max Defl. 0.299" 29.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span Depth 17.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum(U or ask questions,please call240)Total load deflection criteria. (888)234-0056 before installation. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CALC®, BC FRAMER@,AJS-, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ ALLJOISTO,.BC RIM BOARDTM BCI@, 1/2 intermediate bearing BOISE GLULAMTM SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to.joist. SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, . L.L.C: n Page 1 of 1 BOISE" Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_1036 BC CALCO 9.5 Design Report-.US. 3 spans No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name. SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_1 036 Address: Specifier: DPM City, State,Zip: , —Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: " 03-09-00 12-00-12 A14-02-04 BO B1 B2 B3 LL 2014 Ibs LL 10014 Ibs LL 13932 lbs LL 5306 Ibs DL 677 Ibs DL 2294 Ibs DL 7674 Ibs DL 2993 Ibs SL 364 Ibs SL 2790 Ibs SL 812 Ibs Total of Horizontal Design Spans=30-00-00 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 30-00-00 40 10 09-09-00 2 Unf. Lin. (plf) Left 15-09-12 30-00-00' 0 120 n/a 3- Unf.Area(psf) Left 15-09-12 30-00-00 30 10 09-09-00 4 Unf.Area (psf). Left 15-09-12 30-00-00 20 10 09-09-00 5 Trapezoidal(plf) Left 15-09-12 225 450 n/a 30-00-00 0 0 n/a 6 Reaction from Designs\Level... Conc. Pt. (Ibs) Left 03-09-00 03-09-00 5451. 2671 Na 7 Reaction from Designs\Level... Conc. Pt:(Ibs) Left 15-09-12 15-09-12 2975 . 1275 n/a Load Disclosure Controls Summary Value %Allowable Duration Case P Span Location Completeness and accuracy of input must Pos. Moment 25585 ft-Ibs 60.1% 100% 14 3-Internal be verified by anyone who would rely on Neg. Moment -24247 ft-Ibs 57.0% 100% 20 2-Right output as evidence of suitability for End Shear -6894 Ibs 43.7% 100% 14 3-Right particular application.Output here based Cont. Shear 12243 ibs 67.4.% 1.15% 19 3-Left on building code-accepted design Uplift 541 Ibs n/a 16 1 Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U349(0.488") 68.8% 13 3 . products must be in accordance with Live Load Defl. U514(0.331") 70.0% 13 3 current Installation Guide and applicable Total Neg. Defl. —0.128" 25.6% 13 2 building codes.To obtain Installation Guide Max Defl. 0.488" 48.8% 13 3 or ask questions,please call Span/De.pth 14.3 n/a . 0 3 (888)234-0056 before installation. BC CALCO, BC FRAMER@,AJS- Cautions ALLJOISTO,BC RIM BOARD-,BCIO, Uplift of 541 Ibs found at span 1 -Left. BOISE GLULAM*TM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRANDS,VERSA-STUD®are Design meets Code minimum (U240)Total load deflection criteria. trademarks of Boise Wood Products, Design-meets Code minimum(U360) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 475/8". Minimum bearing length for B3 is 1-3/4".' Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end.bearing+ 1/2 intermediate bearing Page 1 of 2 i noiSE" Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_1\D36 BC CALCO 9.5 Design Report- US 3 spans No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20. Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP 'Description: Level_1\D36 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: .ESR-1040 Misc: Connection Diagram Disclosure ►1 b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. j Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide d 24", or ask questions, please call b minimum=2-1/2" a minimum=2" = (888)234-0056 before installation. = Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BC CALC@, BC FRAMER@,ALLJOIST®, BC RIM BOARD-, BCI@, please consult a technical representative or professional of Record. BOISE GLULAM- SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. ( SYSTEM@,VERSA-LAM@,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or higher. PLUS@,VERSA-RIM@), Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are; Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 1/2 in.Staggered Through Bolt L.L.C. 7 r i Page 2 of 2 80iSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level '1\D37 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 { Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level 1037 Address: Specifier:" DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: s. �e,+-3 ��'."� ,�,.{„� x•,�"�*y"P •� .t �y i`,•.�''"-�, dam`;,� �4� :s� ;'.ih� •k=� :�'� ��''�'.� '.. ' r"3'4^fig {r�.s `�K � �., y`+'c bx;ya 7" ''�r+�:;5,,7kY� � ( �,.:!� ,S�"`�rF��',f`.,i ";"�4 ���:� '�';=.::w "�3kx.'n ✓..5'di. #^ <�..��^r�>rs '4��iFa „t�;Ss' „S' �li; 10-09-05 60 B1 LL 898;Ibs LL 898 Ibs DL fill Ibs DL 611 Ibs Total of Horizontal Design'Spans=10-09-05 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 10-09-05 40 1'0 . 02-01-00 2 Unf. Lin. (plf) Left 00-00-00 10-09-05 0 60 n/a 3 Unf.Area(psf) Left 00-00-00 -10-09-05. 40 10 02-01-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4064 ft-Ibs 19.1% 100% 1 1 -Internal be verified by anyone who would rely on . End Shear 1214 Ibs 15.4% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U1487 (0.087) 16.1% 1 1 particular application. Output here based Live Load Defl. U2499(0.052") 14.4% 1 1 on building code-accepted design Max Defl. 0.087" 8.7% 1 1 Properties and analysis methods. Span/Depth 10.9 n/a 0 1 ; Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide 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 CALCO, BC FRAMER@,Ais-, Minimum bearing length for BO is 1-1/2 ALLJOISTO, BC RIM BOARD-,BCI@, Minimum bearing length for B1 is 1-1/2". BOISE GLU LAM- SIMPLE FRAMING. Entered/Displayed Horizontal Span Length(s) Clear Span + 1/2 min.,end bearing+ SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRANDO,VERSA-STUD@are trademarks of Boise Wood Products, Connection Diagram L.L.C. d— a lc a minimum=2" c=7-7/8" b minimum= 3 d= 12" Member has no side loads. Connectors are:16d Common Nails J Page 1 of 1 l BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 1\D38 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level 1038 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 _ Misc: 2 3 • 1 �._ to..v. � a 5���� irs. �i r.�. �.a Kz ..-a° t ��t_,. �"• :v. �.��.� � �'� 06-10-OS BO 61 LL 1371 Ibs LL 1371 Ibs DL 589 Ibs DL 589 Ibs 1 Total of Horizontal Design Spans=06-10-05 . Load Summary Live Dead Snow Wind Roof Live Tag'Description Load Type Ref. Start End 106% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 06-10-05 40 10 05-00-00` 2 Unf. Lin. (plf) Left 00-00-00 06-10-05 0 ' 60 " n/a 3 Unf.Area(psf) Left 00-00-00 06-10-05 40 10 05-00-00 t "Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3360 ft-Ibs 15.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 1359 Ibs 17-,2% 100% 1 1'7 Left output as evidence of suitability for Total Load Defl. U2827(0.029") 8.56/6 1 1 particular application.Output here based Live Load Defl. U4040(0.02") 8.9% 1 1 on building code-accepted design Max Defl. 0.029" 2.9% 1 1 ` properties and analysis methods. Installation of BOISE engineered wood Span./.Depth 6.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call(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®,AJST"", Minimum bearing length for.BO is 1-1/2". ALLJOISTO,BC RIM BOAliDTM,BCIO,J Minimum bearing length for B1 is 1-1/2°. BOISE GLULAMTM SIMPLE FRAMING. Entered/Dis la ed Horizontal S an Len th s Clear S an+ 1/2 min. end bearin + SYSTEM®;VERSA-LAM®,VERSA-RIM p y p g _( )— p g PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, ..Connection Diagram L.L:C. b d a • T• • c a minimum=2" c=7-7/8" b minimum=Y- d= 12" 1 Member has no side loads.. Connectors are: 16d Common Nails Page 1 of 1 BoiSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_1039 BC CALCO 9.5 Design Report-US 1 span No cantilevers 10/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name:_ SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_1\D39 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports:...ESR-1040 — Misc;. 3 18-02-14 80 LL 1307 Ibs 61 LL 1935 Ibs DL 6841bs DL 1079 lbs Total of Horizontal Design Spans=18-02-14 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 18-02-14 40 10 01-04-00 2 Reaction from Level_1 038 a... Conc. Pt. (Ibs) Left 1 O=00-00 10-00-00 1371 589 n/a 3 Reaction from Level_1\D37 a...Conc. Pt. (Ibs) -Right 04-01-00 04-01-00 898. 611 n/a Load Disclosure Controls Summary. value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 15696 ft-Ibs 49.2% 100% 1 1 -Internal be verified by anyone who would rely on End Shear -2924,Ibs- '24.7% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U381 (0.574") 62.9% 1 1 particular application.Output here based Live Load Defl. U581 (0.377") 62.0% 1 1 on building code-accepted design, Max Defl. 0.574" 57.4% 1 1 properties and analysis methods. Span/Depth 18.4 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with i current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call (888)234-0056 before installation. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC.CALCO,BC FRAMER®,AJSIV, Minimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARD-,BCI®, Minimum bearing length for B1 is.1-112". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. 1 b d a o o - c . e o 0 0 a minimum=2" c=6-7/8" . b minimum=3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional'of Record. Nailing schedule applies to both sides'of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 80iSE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_11D40 BC CALC®9.5 Design Report-US 1 span No cantilevers (0/12 slope Thursday, December 27, 2007 10:20 i Build 91 - File Name: SWP321=Tierney(Rev2).BCC Job Name: SWP Description: Level, 1040 Address: Specifier: DPM City, State,Zip- , Designer: Customer: Shepley Wood Products Company: Warren Trask. - - - Code reports:...ESR-1040_ _ _ -... MiSC. 08-02-06 BO B1 LL 2856 Ibs LL 2856 lbs DL 762 Ibs DL 762 Ibs Total of Horizontal Design.Spans=08-02-06 Load Summary Live Dead .Snow Wind Roof Live Tag Description toad Type Ref., Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left. 00-00-00' 08-02-06 40 10 17-05-00 Load Disclosure Controls.Summary Value %`Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7413 ft-Ibs '34.8% 100%- 1 A -Internal be verified by anyone who would rely on . ' End Shear -2689 Ibs. t 34.0% 100% 1 1 Right output as evidence of suitability for Total Load Defl. U1072 (0.092') 22.4% 1 1 particular application.Output here based Live Load Defl. U1351 (0.072") 26.5% 1 1 on building code-accepted design. Max Defl. 0.092" 92%. 1 1 properties and analysis methods. Installation of BOISE engineered wood. Span/Depth 8.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes._To obtain Installation Guide Notes. ' 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®,AJSTTM Minimum bearing length for 60 is 1-1/2". ALLJOISTO, BC RIM BOARDTM' BCI®, length for B1 is 1-1/2". BOISE GLULAMTM' SIMPLE FRAMING Minimum bearing 9 SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s) =Clear.Span+ 1/2 min.end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND&,VERSA-STUD®are t trademarks of Boise Wood Products, Connection Diagram � L.L.C. b —d a . ct a minimum=2" c=7-7/8" r - b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails . I Page 1 of 1 i BOISE, Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_1041 BC CALC®9.5 Design Report-.US 4 spans I No cantilevers j 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level 1\D41 Address: Specifier: DPM i City, State, Zip: , Designer. Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: ,d ._�,g'.,.p+'�'�'G.r '�"�..'`R'� +a'r,� y pia r v's�`°`�' r � '�, ..�r�s`��''•r a('tn�` ;+�-k�'-q-z,➢, 't�, � .�, _,,, 12-06-00 09-00-00. 06-10-12 05-08-00 80 61 62 B3 gq .I LL 1701 Ibs LL 4436 Ibs LL 2407 Ibs LL 973 Ibs DL 458 Ibs LL 6218 Ibs DL 1799 Ibs DL 1021 Ibs DL 5771bs DL 229 Ibs Total of Horizontal Design Spans 34-00-12 Load'Surnmary 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 00-00-00 234-00-12 40 10 08-00-00 2 Reaction from Level_1\D40 a...Conc. Pt. (Ibs). Left 15-09-12 15-09-12 2855 762 n/a Load Disclosure Controls Summary 'Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7035 ft-Ibs 22.0% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -8410 ft-Ibs 26.4% 100% 18. 1 ' Right output as evidence of suitability for End Shear 1716 Ibs 14.5% .100% 14, 1 -Left particular application.Output here based Cont. Shear 4260 Ibs . 36.0% 100% 18 2-Left on building code-accepted design Total Load Defl. U1619(0.093") 14.8% 14 1 properties and analysis methods. Live Load Defl. U1940 (0.077") 18.6% 14 1 Installation of BOISE engineered wood Total Neg. Defl. 402" 4.1% 16 1 products must be in accordance with current Installation Guide and-applicable Max Defl. 0.093" 9.3% 14 1 building codes.To obtain Installation Guide Span/Depth 12.6 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Notes = BC CALC®, BC FRAMER®,AJSTm Design meets Code minimum(U240).Total load deflection criteria. ALLJOISTO,BC RIM BOARD-, BCIO, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMTM,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 B1 is 3" VERSA-STRAND®;VERSA-STUD®are . trademarks of Boise Wood Products,. Minimum bearing length for B2 is 3". L.L.C. Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 1-1/2": Entered/Displayed Horizontal Span Length(s)=Clear Span+.1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram lb —d a : a oT o • • e o 0 0 a minimum=2" c=6-7/8" j b minimum= 3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. P 9t06f fre: 16d Common Nails' BOISE, Single 11-7/8" AJSTm 20 MSR. Joist\Level1ID42 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 1 0/12 slope Thursday, December 27, _ 2007 10:20 Build 91 16"OCS I Repetitive Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level •1042 Address: Specifier. DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc: Qi -�" �S 7�''� ;F#",„t -t sub. 5�° N�;0 MIN® �e-1;.ar�` -�''" .�`, 4 . .3,:�.'�"5 ',x.>: sir .,,. ,.3 `C. �s "W1 1 18-02-14 16-06-14+ BO, 1-112" 131,-1/" B2, 1-1/2" LL 423 Ibs LL 389 Ibs DL 94 Ibs"" DL 291 ibs DL 80 Ibs Total of Horizontal Design Spans=34-09-12 Load Summary Live Dead Snow Wind, Roof Live Tag Description Load Type Ref. Start End- 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 34-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2000 ft-Ibs 45.5% 100% 14 1 Internal be verified by anyone who would rely on Neg: Moment -2542 ft-Ibs 57.8% 100% 1 2 Left output as evidence of suitability for End Reaction 512 Ibs 44.8% 100% 14 1 -Left particular application.Output here based. Int. Reaction 1434 Ibs 48.9% 100% 1 1 -Right on building code-accepted design Cont. Shear 738 Ibs 49.5% 160% 1 1 -Right properties o l is methods. g Installation off BOIOISE engineered wood Total Load Defl.. U822 (0.266") 29.2% 14 1 products must be'in accordance with Live Load Defl. U963(0.227) 49.9% 14 1 current installation Guide and applicable Total Neg. Defl. -0.065" 13.1% 14 2 building codes.To obtain Installation Guide Max Defl. 0.266" 26.6% 14 1 or ask questions,please call Span/Depth 18.4 n/a 0 (888)234-0056 before installation. BC CALC®, BC FRAMER@,AJSTM Notes ALLJOISTO,BC RIM BOARD-, BCIO, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTm SIMPLE FRAMING Design meets User"specified (U480) Live load deflection criteria. SYSTEM,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA=STUD®are Entered/Displayed Horizontal Span'Length(s)=Clear Span+ 1/2 min. end bearing+ trademarks of Boise wood Products, 1/2 intermediate bearing L.L.C. Composite.El value based on 23/32"thick sheathing glued and nailedto joist. Page 1 of 1 1 80iSE� Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SP. Floor BeamlLevel_21D16 BC CALCO 9.5 Design Report-,US 1 span I No cantilevers 1 0/12 slope Build 91 Thursday, December 27, 2007 10:20 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Address: Description: Level_2\D16 . Specifier: DPM = City, State,Zip: , Designer. Customer: Shepley Wood Products Company:., Warren Trask' Code reports`. ESR-1040 Misc: s .� ���,3i '• zYs.?r3 t"'"s�:�r. � f wgY-.z�.�y'e' 3�"�"`4�y�'•e�,�.3#�'.eft y tiy�y^� �y:��+c,s < •���x c�e,-� .".3.� x - x r5..y z ,,ss11 � h aT �...tF+�rh� �` �� � ,�, .,�, ,, �?e ,4 ;y �T a�i s f �g � . • i a s�F BO LL 5500 Ibs B1 DL 1635 Ibs•. LL 5500 Ibs DL 1635 Ibs f Total of Horizontal Design Spans=22-00-00 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 22-00-00 40 10 12-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input mush Pos. Moment 39242 ft-Ibs 48.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 5790 Ibs 36.3% 100% 1 1'-Left output as evidence of suitability for Total Load Defl. U623 (0.424") 38.5% 1 1 particular application.Output here based Live Load Defl. U808 (0.327") 44.6% 1 1 on building code-accepted design Max DO.' 0.424" 42.4% 1 1 properties and analysis methods.' Span]Depth 11.0 n/a Installation of BOISE engineered wood 0 1 products must be in accordance with current Installation Guide and.applicable Notes building codes.To obtain Installation Guide Design,meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum(U360) Live load deflection criteria. (8$$)234-0056 before installation. Design meets arbitrary (1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJS-, Minimum bearing length for BO is 2-3/4". ALLJOISTO, BC RIM BOARD-,$CI@, Minimum bearing length for B1 is 2-3/4". BOISE GLULAMTm,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) SYSTEM@,VERSA-LAM@,VERSA-RIM p Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d a c T a a minimum=2" c 101-1 b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 ` BOISE- Single 11-7/8" AJSTM 20 MSR JoistlLevel_21D17 BC CALC®9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWIP Description: Level 2017 Address: — City, State,Zip: , Designer: DPM Customer: Shepley Wood Products Company: Code reports: ESR-1144 Misc "Warren Trask r 6.W 15-03-02 � BO, 1-1/2" B1, 1-1/2" iL 407 Ibs LL 407 Ibs DL 102 Ibs DL 102 Ibs Total of Horizontal Design Spans=15-03-02 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100.% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(ps.0 Left 00-00-00 15-03-02 40 10 16" Controls Summary Value %Allowable Load Disclosure Duration ' Case Span Location Completeness and accuracy of input must Pos. Moment 1940 ft-Ibs 44.1% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 504 Ibs 44.1% 100% 1 1 -Left output as evidence of-suitability for Total Load Defl. U876 (0.209") 27.4% -1 1 particular application.Output here based Live Load Defl. U1095 (0.167) 43.8% 1 1 on building code-accepted design Max Defl. 0.209" 20.9% .1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.4 n/a. 0 1 / products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call(888)234-0056 before installation. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CALC®,BC FRAMER@',AJSI-, Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min.end bearing+ ALLJOIST@,BC RIM BOARDTm BCI@, 1/2 intermediate bearing BOISE GLULAMT"' SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA`LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 oisE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_21D18 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).8CC Job Name: SWP Description: Level_2\D18 Address: Specifier:" DPM City State,Zip: , Customer: Shepley Wood Products Designer: Company: Warren Trask Code reports: ESR-1040 Misc: • a 2 _ � 3 BO LL 1065 Ibs 61 DL 1760 Ibs - LL 1485 Ibs SL 1552 Ibs DL 2209 Ibs SL 1739 Ibs Total of Horizontal Design Spans=09-03-08 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 09-03-08 15 30 11-00-00 2 Unf. Lin. (plf) Left 00-00-00. '09-03-08 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 09-03-08 '20, 10 11-00-00 4 Reaction from Designs\Level... Conc.,Pt. (Ibs) Right 00-09-08 00-09-08 - 506 540 225 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 10423 ft-Ibs 43.3% 115% 2 1 Internal be verified by anyone who would rely on End Shear, -4522 Ibs 41.5% 115% 2 1 -Right output as evidence of suitability for Total Load Defl.. U512 (0.218") 46.9% 2 1 particular application.Output here based Live Load Defl. U858 (0.13") 42.0% 2 1 on building code-accepted design. Max Defl. 0.218 21.8% 2 1 properties and analysis methods. Span/Depth 11.7 n/a. 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call (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@,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ SYSTEMS,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing � PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are trademarks of,Boise Wood Products, Connection Diagram _ L.L.C. L�b d qai o o c e o O a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of..1 i noiSE- . Single 11-7/8".AJSTM 20 MSR JoistlLevel_21D19 BC CALC@ 9.5 Design Report-US 3 spans I No cantilevers 1 0/12 slope Thursday; December 27, 2007 10:20 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Address: Description: Level 2019 — City, State, Zip: , Specifier:, DPM Designer: Customer: Shepley Wood Products = Company:. Warren Trask Code reports: ESR-1144 Misc: _ r< xx �s �. �1 _ t� sr 14-03-00 10-06-00 �11-07-14 BO B1,3-1/2" B2,3-1/2" LL 330 Ibs LL 828 Ibs 63,3-1/2"- s F� LL 152 lbs DL 101 Ib LL 285 lbs DL 78 Ibs DL 52 Ibs DL 65 Ibs Total of Horizontal Design Spans=36-04-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 36-04-14 40 10 r 16" Controls Summary value Load 'Disclosure %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1248 ft-Ibs 28.4% 100% 14 } '1 - Internal be verified by anyone who would rely on Neg. Moment -1312 ft-Ibs 29.8% 100% 18 1 -'Right output as evidence of suitability for , End Reaction 404 Ibs 35.3% 100%', 14 1 -Left particular application.Output here based Int. Reaction 999 Ibs 34.1% 100% 18 1 Right on building code-accepted design Cont. Shear 557 Ibs 37.4% 100% 18` 1 -Right properties and analysis methods. Total Load Defl' L11561 (0.11") 15.4%. 14 1 9 Installation of BOISE engineered wood products must be in accordance with Live'Load Defl. L/1893 (0.09") 25.4% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.029" 5.90% 14 2 building codes.To obtain Installation Guide -Max Defl. 0.111, 11.0% 14 1 or ask questions,please call Span/Depth 14.4 n/a• 0 1 (888)234-0056 before installation. BC CALC®, BC FRAMER@,AJS'TM Notes 1 ALLJOIST@, BC RIM BOARD- BCI®, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING . Design meets User specified (L/480) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary PLUS@,VERSA-RIM@, •. 9 ry(1") Maximum load deflection criteria. r � VERSA-STRAND@,VERSA-STUD@ are Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ trademarks of Boise Wood Products, 1/2 intermediate bearing L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ' BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 2\D20 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_2020 Address: Specifier: DPM City; State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: .' s�?``'2•t " #�•L' ? .;a ra^'„' •a:.a. 4'S 3r n. -Y`"• z,r: ;t•_v.3 t J , :'' " �.,: . "' .7 ;. Z' �z.; �vv „= < "� .,s.t�a."�.w;• h` .rlx ' v :. `.,°`' "✓'�+a``Lk ¢ x'` a. �"..." 15-05-04 BO B1 LL 2779 lbs LL 2779 Ibs DL 830 Ibs DL 830 Ibs Total of Horizontal Design Spans=15-05-04 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 15-05-04 60 .15 06-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 13931 ft-Ibs 43.7% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 3112 Ibs 26.3% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U454 (0.408") 52.8% 1 1 particular application.Output here based Live Load Defl. U590.(0.314") 61.0% 1 1 on building code-accepted design Max Defl. 0.408" 40.8% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span Depth 15.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria: or ask questions,please call(888)234-0056 before installation: Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJSTA°, Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD- BCIS, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear S an+ 1/2 min. end bearing+ SYSTEMO,VERSA-LAM@,VERSA-RIM p - p g 1/2 intermediate bearing PLUS@,VERSA-RIM@,VERSA-STRANDO,VERSA-STUD@.are trademarks of Boise Wood Products, Connection Diagram L.L.C. �{b d a 0 c • �• e o 0 0 a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member.) Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM®)2.0 3100 SP Floor BeamlLevel_21D21 BC CALC®9.5 Design Report-US 1 span i No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 `J File Name: SWP321-Tierney(Rev2).BCC- . Job Name: SWP Description: Level 2021 Address: Specifier: DPM City, State,Zip: , - Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 2 4 3 1 .`r0_ 1E1 , r y ME x w u, 'rA : �i'r. •' •.-r'f+ t.: ... .�u_._ .ual s ;?f!'.° . .�` ..^,4 >,za.� 10-00-00 BO 61 LL 400 Ibs LL 400 Ibs DL 1821 Ibs _ DL 1821 Ibs SL 2400 lb SL 2400 Ibs Total of Horizontal Design Spans=10-00-00 Load Summary - Live Dead Snow Wind Roof Live Tag Description ' Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1. Standard Load U,nf.Area(psf) Left 00-00-00 10-00'00. 40 10 0.1-04 2 Unf. Lin. (plf) Left' 00-00-00 10-00-00 0 80 ` /a 3 Unf.Area (psf) Left 00-00-00 10-00-00 •20, 10 01-04-00 4 Unf.Area (psf) 'Left 00-00-00 10-00-00 - 15 30 16-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 11552 ft-Ibs 31.5% 115% 13 1 -Internal be verified by anyone who would rely on End Shear 3639 Ibs 26.7% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U846 (0.142") 28,4% 2 1 particular application.Output here based . Live Load Defl: U1395(0.086") 25.8% 13 1 on building code-accepted design Max Defl. 0.142" 14:2% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.1 n/a 0 1 products must be in accordance with f current Installation Guide and applicable Notes building codes.To obtain Installation Guide 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 CALCO,BC FRAMER@,AJSTM, Minimum bearing length for BO is 1-1/2"., ALLJOISTO,BC RIM BOARDT"" BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTm SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIMEntered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearing+ PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d— a o o c - e o. o 0 a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 80iSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Bea mlLevel_2023 BC CALCO 9.5 Design Report-US 2 spans I No cantilevers 1 0/12.slope Thursday, December 27, 2007 10:20 Build 91 ° File Name: SWP3217Tierney(Rev2).BCC. Job Name: SWP Description: Level_2023 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: - 1A I I I' I I I I I I I i FFFF a, 04-03-00 12-00-04 60 . 61 62 LL 983 Ibs LL 6224 Ibs LL 2428 Ibs DL 0 Ibs DL 3049 Ibs DL 1177 Ibs Total of Horizontal Design Spans=16-03-04 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 16-03-04 20 10 08-03-00 2 Unf. Lin. (plo Left 00-00-00 16-03-04 0 60 n/a 3 'Unf.Area(psf) Left 00-00-00 16-03-04 40 10 08-03-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8797 ft=Ibs 27.6% 100% 1.6 2-Internal be verified by anyone who would rely on Neg. Moment 10277 ft-Ibs 32.2% 100% .1' 1 -Right output as evidence of suitability for End Shear -2819 Ibs -23.8% 100% 16 2-.Right particular application.Output here based Cont. Shear 4450 lbs 37.6% 100% 1 2-Left on building code-accepted design Uplift 1834 Ibs n/a - 16 1 -Left properties and analysis methods. Total Load Defl; U1094(0.132") 21.9°% 16 2 Installation of BOISE engineered wood products must be in accordance with Live Load Defl. U1612(0.089") 22.3% 16 2 current Installation Guide and applicable Total Neg. Defl. 0.012" 2.5% I 16 1. building codes.To obtain Installation Guide Max Defl. 0.132" 1.3.2% 16 2 or ask questions,please call Span/Depth 12.1 n/a 0 2 .(888)234-0056 before installation. BC CALC@,BC FRAMER@,AJSTM - CBUtIOnS ALLJOIST@, BC RIM BOARDT-,BCI@, Uplift of 1834 Ibs found at span 1 -Left. BOISE GLULAMTm,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUDS are Design meets Code minimum(U240)Total load deflection criteria, trademarks of Boise Wood Products, Design meets Code minimum:(U360) Live load deflection criteria.• L.L.C. Design meet's arbitrary(1").Maximum load deflection criteria. Minimum bearing length for BO is 1-.1/2". 'Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Lerigth(s)=Clear Span+ 1/2'min.end bearing+ 1/2 intermediate bearing . Connection Diagram ; L' b —d a • • o o +_ c1 e o 0 0 1 a minimum=2" c=6-7/8" b minimum= 3"' d= 12" e minimum=3" Member has no side loads. age O re: 16d Common Nails i BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 310Q SP Floor Beam\Level 2113124 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope' Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP ` Description: Level_2024 Address: Specifier: DPM City, State;Zip: , Designer: Customer: Shepley Wood Products 'Company: Warren Trask Code reports: ESR-1040 Misc: ++��i'�"�`z ` �`�°�`�� �• � ��, a��9s� + a xr' ., sue, m�,z z�' � ^z s� �� c �u,v '� �� `%5:-i� y°x `�"� '.;�:,!�`g; `r aY'�� ..: '�,,'`,� "�a� � y ;s���sx'•`, g's�� r'm' -. >; «n ..;"'�z. `�.aE'�3.�c5`«` �„?»".'•v��``��ar�"' .. `�"'."X�°'i, -'?°'�L' �.�„�xGA Y� �" ,d+�� a _�� �a���t'a„'`'v����:. �s�., "�':�'�.a,. y ., a4.,<..."a _ ,.a�,,. ". ���. .`ni"„;Wa _�'S �.' •�� .� znt {a.. _ u L�+�' '` �. -"+r�, -,.Y:.;;+ • 16-02-12 BO LL 2516 Ibs B1 DL 771 Ibs LL 2516 Ibs DL 771 Ibs Total of Horizontal Design Spans=16-02-12 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(pso Left 00-00-00 1&02=12 60 15 05-02-00 Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 13335 ft-Ibs 41.8% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 2856:Ibs 24.1% 100% 1 1 Left output as evidence of suitability for Total Load Defl. U451 (0.431") 53.2% 1 1 particular application.Output here based Live Load Defl. U590 (0.33") 61.0% 1 1 on building code-accepted design Max Defl. 0.431" 43.1% 1 1 properties and analysis methods. Span/Depth 16.4 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain.Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call (888)234-0056 before installation. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CALCO, BC FRAMER@,AJSTM•; Minimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARDTM BCI@, Minimum bearing length for 131 is 1-1/2". BOISE GLULAMTM,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)'= Clear Span+ 1/2 min.end bearing+ SYSTEMO,VERSA-LAM@),VERSA-RIM 1/2 intermediate bearing PLUS@;VERSA-RIM@; VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. L'b d as T• • e 0 0 ° , a'minimum=2" c=6-7/8" - b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails, • Page 1 of 1 BOISE- Quad ruple.1-3/4" x 11-7/8" VERSA-LAM®'2.0 3100 SP Floor Beam\Level_2025 BC CALC®9.5 Design Report- US 3 spans No cantilevers 1 0/12 slope Thursday, December 27,2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_2\D25 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: .. 9, 6 7 2 3 ' 4I I 1 1 J51 13-00-00 06-09-00 06-09-13 BO 61 B2 B3 LL 3561 Ibs LL 15472 Ibs LL 12011 Ibs LL 2293 Ibs DL 1850 Ibs DL 7873 lbs DL 4576 Ibs DL 841 Ibs SL 834 Ibs SL 3978 Ibs SL 1933 Ibs SL 460 Ibs Total of Horizontal Design Spans=26-06-13. 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 .26-06-13 40 10 09-04-00 2 Unf. Lin. (plo Left 00-00-00 11-08-08 . 0 80 n/a 3 Unf. Lin. (plf) Left 19-09-00 26-06-13 0 80 n/a 4 Unf.Area(psf) Left 00-00-00 11-08-08 3O 10 09-04-00 5 Unf.Area,(psf) Left 19-09-00 26-06-13 30 10 09-04-00 6 Trapezoidal(plf) Left 00-00-00 30 60 n/a 11-08-08 180 360 n/a 7• Trapezoidal(plf) Left 19-09-00 180 . 360 n/a 26-06-13 30 60 n/a 8 Reaction from Level 3\D26 a...Conc. Pt. (Ibs) Left 16-00-08 16-00-08 540 603 809 n/a 9 Reaction from Level_3\D27 a...Conc. Pt. (Ibs) Left 11-08-08 11-08-08 606 650 844 n/a 10 Reaction from Level_3027 a...Conc. Pt. (Ibs) Left 16-00-08 16-00-08 606, 682 909 n/a 11 Reaction from Level 3\D26 a..:Conc. Pt. (Ibs). Left 19-09-00 19-09-00 540 574 752 n/a 12 Reaction from Designs\LOA... Conc. Pt. (Ibs). Left 16-00-08 '16-00-08 11879 4375 n/a Load. Disclosure Controls Summary Value .%Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 21813 ft-Ibs 51.3% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -27609 ft-Ibs 56.4% 11.5% 17 1 -Right output as evidence of suitability for End Shear 5126 Ibs 28.2% 115% 13 1 -Left particular application.Output here based Cont. Shear 13611 Ibs 86.2% 100% 18 2'-Left on building code-accepted design Uplift 277 Ibs n/a 16 3-'Right ht properties and analysis methods. p 9 Installation of BOISE engineered wood Total Load Defl. U663 (0.235") 36.2% 13 1 products.must be in accordance with Live Load Defl. U900(0.173") 40.0% 13 1 current Installation Guide and applicable Total Neg. Defl. -0.023" 4.5% 13 2 building codes.To obtain Installation Guide Max Defl. 0.235" 23.5% 13 1 or ask questions,please call Span/Depth 13.1 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLUM—,SIMPLE FRAMING Uplift of 277 Ibs found at span 3-Right. SYYSTEM@,,V RSA-LAM®VERSA-RIM PLUS®,VERSA-RIM®, . Notes VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum(U360) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 5-1/4". Minimum bearing length for B2 is.3-1/27. Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span Length(s).=Clear Span+ 1/2 min.end bearing+ , 1/2 intermediate bearing Pagel of 2 i 80iSE- Quadruple.1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level2025 BC CALCO 9.5 Design Report-US 3 spans No cantilevers 1 0/12 slope Thur _ sday, December 27,2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_2\D25 Address: Specifier: DPM ' City State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: - Connection Diagram Disclosure ri b d— Completeness and accuracy of input must a / be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. 1 \ Installation of BOISE engineered wood products must be in accordance with \ current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=7-7/8" or ask questions,please call b minimum=2-1/2"d=24" (888)234-0056 before installation. • Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BC CALCO, BC FRAMER@,AJSTm please consult a technical representative or professional of Record. ALLJOISTO,BC RIM BOARD-,BCI@, Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. BOISE GLULAMT'" SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. ' SYSTEM@,VERSA-LAMO,VERSA-RIM Member has no side loads. PLUSO,VERSA-RIM@, Concentrated loads are not considered in side load analysis. t VERSA-STRANDO,VERSA-STUD@ are Connectors are: 1/2 in. Staggered Through Bolt trademarks of Boise Wood Products, L.L.C. 1 I Page 2 of 2 , 80iSE- Triple 1-3A" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 2\D30 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level 2030 Address: Specifier: DPM City,State,Zip: , Designer: Customer: Shepley Wood Products 'Company: Warren Trask Code reports: ESR-1040 Misc: 0 s • g "Till I - ---------- - I TT-T ITT •05-10-11 BO B1 LL 2964 Ibs LL 3960 Ibs i DL 1889 Ibs DL 2774 Ibs SL 1465 Ibs SL 2505 Ibs Total of Horizontal Design Spans=05-10-11 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 05-10-11 40 10 09-04-00 2 Reaction from Designs\Level... Conc. Pt. (Ibs) Left 03-11-04 03-11-04 2515 771 n/a 3 Unf. Lin. (plf) Left 00-00-00 05-10-11 0 ' 60 n/a 4 Unf. Area(psf) Left 00-00-00 05-10-11 30 10 09-04-00 ' 5 Reaction from Designs\Level... Conc Pt. (Ibs) Left 03-11-04 03-11-04 319 1947 3351 n/a . 6 Conc. Pt. (Ibs) Left 03-05-08 03-05-08 240 80 n/a 7 Trapezoidal (plf) 'Left 00-00-00 75 150 r/a 05-10-11' 30 60 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 16099 ft-Ibs 43.9% 115% 13 1 -Internal be verified by anyone who would rely on End Shear -8155 Ibs 59.9% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U1185 (0.06") 20.3% 2 1 particular application.Output here based Live Load Defl. L/1694(0.042") 21:3% 2 1 on building code-accepted design Max Defl. 0.06" 6.0% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span[Depth 6.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable .Notes building codes.To obtain Installation Guide 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 CALCO,BC FRAMER@,AJSTM, Minimum bearing length for BO is 1-5/8". ALLJOISTO,BC RIM BOARD-,BCI@, Minimum bearing length for B1 is 2-3/8 BOISE ' GLU LAMTM SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIMEntered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearin .+ PLUS@`;VERSA-RIM@, 1/2 intermediate bearing VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 2 BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_2XD30 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27,2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_2\D30 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d— Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • o • o • particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of BOISE engineered wood e O ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=6-7/8" or ask questions,please call (888)234-0056 before installation. b minimum= 3" d= 12" e minimum= 3" BC CALC®,BC FRAMERO,AJSTM, BCIO; Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO',BC RIM BOARDT"'BOISE GLULAMTM,SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Nailing schedule applies to both sides of the member. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. Page 2 of 2 BOISE- Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 2031 BC CALC®9.5 Design Report-US 3 spans No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC. Job Name: SWP Description: Level_2031 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 _ Misc:- - -- - � 02-1z0-12 �' ,� .#�-<<�..,� <;� � 4 s ems• _ `" � �z. � . u 06-04-00 OS-08-12 BO 61 B2 B3 LL 486 Ibs LL 1824 Ibs LL 2174 Ibs LL 773 Ibs DL 317 Ibs DL 2254 Ibs DL 2315 Ibs DL 559 Ibs SL 354 Ibs SL2123 Ibs SL 1440 Ibs SL 121 Ibs Total of Horizontal Design Spans=14-11-08 Load Summary t ! Live Dead Snow Wind Roof Live Tag Description Load Type •Ref. Start End 1o0% 9o°/a 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 14-11-08 40 10 01704-00 2 Unf: Lin. (plf) Left '00-00-00 14-11-08 0 in n/a 3 Unf.Area(psf) Left 00-00700 14-11-08 30 .10 08-06-00 4. Trapezoidal(plf) Left 00-00-00 255 51.0 Va 14-11-08 15 30 n/a Load Disclosure COptrOIS Summary. Value "/°Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2275 ft-Ibs 15.7% 115% 15 2-Internal be verified by anyone who would rely on Neg. Moment -3356 ft-Ibs 23.2% 115% 19 2-Right.' output as evidence of suitability for End Shear -954 Ibs 13.2% 100% 14 3-Right' particular application.Output here based Cont. Shear 2555 Ibs 30.7% 115% ' 17 2-Left on building code-accepted-design Total Load Defl. U2045 (0.037") 11`7%' 15 2 properties and analysis methods. o Installation of BOISE engineered wood Live Load Defl. U2960 (0.026") 12.2/0 15 2 products must be in accordance with Total Neg. Defl. 0.004" 0.8% 15 3 current Installation Guide and applicable Max Defl. 0.037" 3.7% 15 2 building codes.To obtain Installation Guide Span/Depth 10.5 n/a 0 2 or ask questions,please call (888)234-0056 before installation.' Notes BC CALC®,BC FRAMER®,AJS-, Design meets Code minimum (U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD-, BCI8, Design meets Code minimum(L/360) Live load deflection criteria. BOISE GLULAM- 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®, VERSA-STRAND®,VERSA-STUD(g)are Minimum bearing length for B1 is 3". trademarks of Boise Wood Products, Minimum bearing length for B2 is 3". L.L.C. Minimum bearing length for B3 is 1-1/2". Entered/Displayed Horizontal Span;Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 i BOiSE- Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 2\D31 BC CALCO 9.5 Design Report- US 3 spans No cantilevers 1 0/12 slope Thursday, December 27,2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_2031 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b --d Completeness and accuracy of input must' a—� be verified by anyone who would rely on a output as evidence of suitability for ° o particular application.Output here based c on building code-accepted design properties and analysis methods. • • %� Installation of BOISE engineered wood e ° ° ° j products must be in accordance with current Installation Guide and applicable _ building codes.To obtain Installation Guide a minimum=2" c=2-1/4" or ask questions,please call (888)234-0056 before installation. b minimum=3" d= 12" e minimum= 3" BC CALCO, BC FRAMER@,AJS-, ALLJOISTO, BC RIM BOARDTM BCI@, Nailing schedule applies to both sides of the member. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: 16d Common Nails PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE' Single 11-7/8" AJSTm 20 MSR JoistlLevel 2=2 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 16"'OCS I Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_2032 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 _ Misc: l j ..�• ..W�Q•+4r Y M£Y'". E � RE'tt r i i'*"'t�s '`x' w;' 'fir''_'' ,#��4 .srx.:,✓ � '* �' �5r•. 4i' c. .S ,�' •'F �'^ ° ' 16-09-12 1 BO, 1-1/2" LL 448 Itis 61, 1-1/2" DL 112 Ibs LL 448 Ibs DL 112 Ibs r Total of Horizontal Design Spans=16-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 16-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2355 ft-Ibs 53.5% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 556 Ibs 48.6% 100% ` 1 1 -Right output as evidence of suitability for Total Load Defl. U671 (0.301") 35.8% 1 1 particular application.Output here based Live Load Defl. U839(0.241") 42.9% 1. 1 on building code-accepted,design Span/Depth 17.0 n/a 0 1' properties and analysis methods. Installation of BOISE engineered wood L products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide Design meets Code minimum(U360) Live load deflection criteria. or ask questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing + �sss)234-0056 before installation. 1/2 intermediate bearing BC CALCO, BC FRAMERO,AJS- Composite El value based on 23/32"thick sheathing glued and nailed to joist. ALLJOISTO., BC RIM BOARDTM,BCIO, BOISE GLULAMTM",SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOISE" Single 11-7/8" AJSTm 20 MSR JoistlLevel_2=3 BC CALC@ 9.5 Design Report- US 1 span I No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:2C Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Address: Description: Level_2033 City, State,Zip: , Specifier:. DPM Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc ---=-._ - - - vy.. c� -e`�� 5; ""���,{���.y'h-�� �J'S`"3-m:� ,��� � .�"°'.�', t � `r" �,:.��a - .t�e.N ��} �s..•Tihs �. � g , - ..,. _ 17-11'-14 BO,1-1/2" LL 480 Ibs B1 DL 120 Ibs LL 480 Ibs DL 120 Ibs Total of Horizontal Design Spans=17,11-14 Load Summary Live Dead. Snow Wind Roof Live Tag Description Load Type Ref. Start End' 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf)• Left 00-00-00 17-11-14 40, 10 16" Load Disclosure Controls Summary Value ' %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2697 ft-Ibs 61.3% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 595 Ibs . 52.1%. 100% 1 1 -Left output as evidence of suitability for "Total Load Defl. U556 (0.388") 43.2% 1 1 particular application.Output here based Live Load Defl. U695 (0.311") 69.1% 1 1 on building code-accepted design Max Defl. 0.388" -38.8% 1 1 properties and analysis methods. Span/Depth Installation of BOISE engineered wood . 18:2 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes s building codes.To obtain Installation Guide or ask questions; please call Design meets Code minimum (U240)Total load deflection criteria. (888)234-0056 before installation. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®, BC FRAMER@,AJST"', Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min.end bearing+ ALLJOIST@, BC RIM BOARD- BCI@, 1/2 intermediate bearing BOISE GLULAMT"" SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 80iSE- Double 1-3/4" x.9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\D1 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP , Description: Level_3\D1 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company-. Warren Trask Code reports: ESR-1040 Misc:Na a����a�z �r MIN� ..,"5 :� �, i i.,S > 03-08-04 BO B1 LL 369 Ibs LL 369 Ibs DL 5591bs DL 559 Ibs SL 567 Ibs SL 567 Ibs Total of Horizontal Design Spans=03-08-04 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 03-08-04 20 10 10-00-00 2 _ Unf. Lin. (plo Left 00-00-00 03-08-04 01 40 n/a 3 Unf.Area(psf) Left 00-00-00 03-08-04 15 30 10-03-00 .II Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1377 ft-Ibs 8.6% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 802 Ibs 11.0% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U6566.(0.007") 3.7% 2 1 particular application.Output here based Live,Load Defl. U10488 (0.004") 3.4% 2 1 on building code-accepted design Max Defl. 0.007" 0.7% 2 1 properties and analysis methods. Installation of BOISE engineered wood. Span/Depth 4.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide 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 CALCO,BC FRAMER@,AJSTm Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIMBOARD-,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear S' an+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM@,VERSA-RIM P = P g PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c •� • a minimum=2" c= 5-1/2" b minimum= 3" d= 12 Member has no side loads. Connectors are:-.16d Common Nails . l Page 1 of 1 BoiSE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_3010 BC CALC®9.5 Design Report-US 2 spans No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:20 Build 91 ^ File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3\D16 Address: Specifier: DPM r City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 - -- - Misc: � 5 3 18-04-00„ 16-08-00 BO B1 B2 LL 611 Ibs LL 3533 Ibs LL 514 Ibs DL 273 Ibs DL 1407 Ibs DL 186 Ibs Total of Horizontal Design Spans=35-00-00 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 35-00-00 30. 10 01-04-00 . 2 Reaction from Level_4\D7 at...Conc. Pt. (Ibs) Left 14-04700 14-04-00 1350 394 n/a 3 Reaction from Level_4\D7 at...Conc. Pt. (Ibs) Left 22-04-00 22-04-00 1350• 394 n/a . 4 Conc. Pt. (Ibs) Left 04-00-00 04-00-00 120 60 n/a 5 Conc.,Pt. (Ibs) Left 14-00-00 14-00-00 120 • 60 n/a s Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4406 ft-Ibs 21.0% 100% 1.4 1 -'Internal be verified by anyone who would rely on Neg. Moment -7818 ft-Ibs 37.3% 100% 1 2-Left output as evidence of suitability for End Shear 826 Ibs 8.7% 100% 14 1 Left particular application.Output here based Cont. Shear 2521 Ibs 26.6% 100% 1 1 -Right on building code-accepted design UUplift 4 Ibs` n/a 14 2-Right: properties and analysis.methods. P 9 Installation of BOISE engineered wood Total Load Defl. U631 (0.349") 38.1% 14 1 products must be in accordance with Live Load Defl. U809 (0.272") 44.5% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.104" 20.9% •14 2 building codes.To obtain Installation Guide Max Defl. 0.349 34.9% 14 1 or ask questions,please call Span/Depth 23.2 n/a" 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER@,AJSTM', Notes ALLJOISTO,BC RIM BOARDTm,BCIO, Design meets Code minimum(U240)Total'load deflection criteria. BOISE S SIMPLE FRAMING SYSTEMID@,VERSA-LAMO,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUDO are 'Minimum bearing length for BO is 1-1/2 trademarks of Boise Wood Products, Minimum bearing length for B1 is 3". L.L.C. Minimum bearing length for.B2 is 1-1/2". Entered/Displayed Horizontal.Span Length(s)=Clear Span+ 1/2 min. end bearing 1/2 intermediate bearing Page 1 of 2 I Boise- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D10 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 1 0/12 slope Thursday, December 27,2007 10:20 Build 91 I File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Address: Description: Level—3\D10 City, State,Zip: , Specifier: DPM Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 - Misc: -• — Connection Diagram Disclosure b —d— Completenebe verified by s anyone who would rely inputs and accuracy of must on a ' • T• • output as evidence of suitability for particular application.Output here based c �� on building code-accepted design properties and analysis methods. o • o • , Installation of BOISE engineered wood e products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide 12" or ask questions,please call b minimum= 3" d= a minimum=2" c= (888)234-0056 before installation. e minimum= 3" BC CALC@,BC FRAMER@,AJS- ALLJOISTO, BC RIM BOARDT'" BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMT"' SIMPLE FRAMING please consult a technical representative or professional of Record. SYSTEMO,VERSA-LAM@,VERSA-RIM Nailing schedule applies-to both sides of the member. PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRANDO,VERSA-STUD@ are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, Connectors are: 16d Common Nails L.L.C. Page 2 of 2 BOISE' Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SIP Floor BeamlLevel_31D11 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Build 91 Thursday, December 27, 2007 10:2C File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3\D11 City, State,Zip: Specifier: DPM tY P Designer: Customer: Shepley Wood Products Company: Warren.Trask Code reports: ESR-1040 Misc: BO B1 LL 319 Ibs - LL 319 Ibs, DL 1947 Ibs DL 1947 Ibs SL 3351 Ibs SL 3351 Ibs Total of Horizontal Design Spans=15-11-08 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, 15-11-08 30 10 01-04-00 2 Unf.Area(psf) Left 00-00-00 15-11-08 15 30 14-00-00 Load Disclosure , Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 22411 ft-Ibs 44.7% 11.5% 13 1 - Internal be verified by anyone who would rely on End Shear 4745 Ibs 29.5% 115% . 2 1 -Left output as evidence of suitability for Total Load Defl. U448(0.428") 53.6% . 2 1 particular application.Output here based Live Load Defl. U685 (0.28") 52.6% 2 1 on building code-accepted design Max Defl. .0.428" 42.8% 2 1 - properties and analysis methods. Span./Depth 1317 n/a (0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes r building codes.To obtain Installation Guide or ask'questions, please call Design meets Code minimum(U240)Total load deflection criteria. (888)234-0056 before installation. -:Design meets Code minimum (U360) We load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CALCO, BC FRAMER@,AJST", Minimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARD-,BCIO, Minimum bearing length for 131 is 1-1/2". BOISE GLULAMTM,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 miri. end be.arin + SYSTEMO,VERSA-LAM@,VERSA-RIM g PLUSO;VERSA-RIMO, 1/2 intermediate bearing VERSA-STRAND@,VERSA-STUD@)are trademarks of Boise Wood Products,, Connection Diagram L.L.C. b _d a O T O c e o O O a minimum=2" c=9" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the-member. Member has no side loads.. Connectors are: 16d Common Nails r Page 1 of 1, BOISE, Single 9-1/2" AJSTM 20 MSR_ JoistlLevel =12 _ BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27 2007 10:20 Build 91 16"OCS Repetitive Glued&nailed construction. , File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level 3012 Address: Specifier: DPM City, State,Zip: , Designer:' Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc: �' zta �. it'd lmSs t "��.`n�' � �, � � fi f'G�•"�P'' �„ Y6 �'<-�5� +fi X�x � �y ON �. o � r.,rdz 7>sk � n;/� r� _.. ' ,�'� x;✓n� �r�'� � a x �S, 4` ',�'t.»Yx�'��;.�^-' �,." ,z�.ef"'#da�.x..., ..ax�,�..?z ce„ �``a .iwa .2•...t�.{2x.' ri.�.�F.. :4r,.?�a,,'ss`s�.r��A' a raJ%,$ f ,... +%.. "_zvc�a'`�Sr':`� 16-09-12 BO, 1-1/2'. LL 224 Ibs B1, 1-1/2" DL 112 Ibs LL 224 Ibs DL 112 Ibs Total of Horizontal Design Spans=16-09-12 Load Sumrriary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 16-09-12 20 10 16" Load Disclosure Controls Summary Value. %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1413 ft-Ibs 41.6% 100% ' 1 1 -.Internal be verified by.anyone who would rely on End Reaction 334 Ibs 29.2% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U690 (0.293"). 34.8% 1 1 particular application.Output here based Live Load Defl. U1.034(0.195") 46.4% 1 1 on building code-accepted design Max Defl. 0.293" '29.3% 1 1 properties and analysis methods. Span/Depth 21.2 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets User specified(U480) Live load deflection criteria. (888)234-0056 before installation. Design meets arbitrary (1") Maximum load deflection criteria. BC CALCO, BC FRAMER®,AJS-, i Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + ALLJOISTO,BC RIM.BOARD-,BCIO, 1/2 intermediate bearing BOISE GLULAM-,SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. j Page 1 of 1 001SE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_31D13 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name:' SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3013 Address: Specifier: DPM City State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: m V 16-U9-12 V BO LL 246 Ibs B1 DL 202 Ibs LL 302 IbsDL 230 Ibs Total of Horizontal Design Spans=16-09-12 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 16-09-12 20 10 01-04-00 2 Conc. Pt. (Ibs) Right 02-04-00 02-04-00 50. 25 n/a 3 Conc. Pt. (Ibs) Right 05-02-00 05-02-00' 50 . 25 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2036 ft-Ibs 14.6% , 100% 1 1 - Internal be verified by anyone who would rely on End Shear -489-Ibs' 7.7% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U967(0.209") 24.8% 1 1 particular application.Output here based Live Load Defl. U1730(0.117") 20.8% 1 1 on building code-accepted design Max Defl. 0.209" 20.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth- 21.2 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide or ask questions, please call Design meets.Code minimum(U240)Total load deflection criteria. (888)234-0056 before installation. Design meets Code minimum(L/360) 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". ALLJOISTO,BC'RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTT" SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 PLUS®,VERSA-RIM®,intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood.P C �roducts, Connection Diagram L.L.C. b —d a7. c a minimum=2" c=5-1/2" b minimum.=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page.1 of 1 BOISE, Single 9-1/2" AJSTm 20 MSR JoistlLevel_31D14 BC CALCO 9.5 Design Report-US 1 span No cantilevers l 0/12 slope Thursday, December 27, 2007 10:20 Build 91 12"OCS Repetitive Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3014 Address: Specifies: 'DPM City, State, Zip: , Designer. Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 _ _ Misc: - --- Ak 21-09-12 80,1-1/2" - LL218lbs B1, 1-1/2" DL 109 Ibs LL 218 Ibs DL 109 Ibs Total of Horizontal Design Spans=21-09-12 Load Summary Live j Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 21-09-12 20 10 12" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1784 ft-Ibs 52.5% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 325 Ibs 28.4% 100% 1 ' 1 =Right - output as evidence of suitability for Total Load Defl. - U422 (0.62") 56.9% 1 1 particular application.Output here based Live Load Defl. U633(0.414") 75.8% 1' on building code-accepted design Max Defl: 0.62" 62.0% ' 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 27.6 n/a 0 1 products must be in accordance with C current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria: or ask questions,please call(888)234-0056 before installation. ' Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CAL•CO,BC FRAMERO,AJS-, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ ALLJOISTO,BC RIM BOARD- BCIO, 1/2 intermediate bearing BOISE GLULAMTTM SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA'-RIMO, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. • l Page 1 of 1 i BOISE, Single 9-1/2"' AJSTm 20 MSR JOistlLevel 31D15 BC CALCO 9.5 Design Report-US 2 spans I No cantilevers.1-0/12 slope Thursday, December 27, 2007 10:20 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3015 Address: � . " Specifier. DPM ' City,State,Zip: , Designer: Customer: Shepley Wood Products Company:' Warren Trask ' Code reports: ESR-1144 Misc: — - � l ,...' a� '�"�n.' � � ':,.�Y�` w�r v <<'�uyy �� i„•,�°1 ;�p�s.ID,. �,�t;� .g�«Y� � .��c,�s e>:r� j'�k"`" „3 _ _.l�'t3,a9"�Y��`iF• .v.��r"•ebiE' `' �„i;�w'S 'e.�r"-�- ..5;.:xNd� �`: 18-02-14 BO,1-1/2" B1,3-1/2" 62, 1-1/2" LL 317 Ibs LL 872 Ibs . DL 94 Ibs LL 292 Ibs DL 291 Ibs DL 80 Ibs Total of Horizontal Design Spans.--34-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00. 34-09-12 30 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case` Span Location Completeness and accuracy of input must ' Pos. Moment 1581 ft-Ibs 46.6% 1 on% 14 1 -Internal be verified by anyone who would rely on. Neg. Moment ' -2034 ft-Ibs 59.9% 100% 1 1 -Right output as evidence of suitability for End Reaction 407 Ibs 35.6% 100% 14 1 -Left particular application.Output here based Int. Reaction 1147 Ibs 39.2% •100% 1 1 -Right on building code-accepted design Cont Shear ' 590 Ibs.: 50.9% 100% 1 1 -Right properties and analysis methods. Total Load Defl. U644 (0.34") 37.3% 14 1 g Installation of BOISE engineered wood products must be in accordance with Live Load Defl. L/790 (0.277") 60.7% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.077" 15.4% 14 2 building codes.To obtain Installation Guide Max Defl. 0.34" 34.0% 14 1 or ask questions,please call . . Span/.Depth 23.0 n/a -0 1 (888)234-0056 before installation. . BC CALCO, BC FRAMER@,AJS- NOteS ALLJOISTO, BC RIM BOARD- BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Design meets User specified(U480) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum'load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + trademarks of Boise wood Products, 1/2 intermediate bearing L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. ' /l , Page 1 of 1 i BoiSE" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D2 BC CALC®9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday, December 27, 2007 10:2C Build 91 ' File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level 302 Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company:: Warren Trask Code reports: ESR-1040 Misc: Y# y � ..w <�:". 4. �€f. s.,i��•:A+ �'�,V" 'Fr,c��,ub�t?r`Fc�y,. .r'_��t 7.sm, off 5 �� Y Y�r>� 'k�„ ' y is T - � ��'�,--�. �*sTk't2.-�..� .v+• d`�a� w � sa=r`r t'z, r �• ».3,b':F�' .�l'� „r� � �'243,r. -, gut - �. M:. B0 21-06-OS LL 333 Ibs B1 DL 363 Ibs LL 611 Ibs i SL 70 Ibs DL 785 Ibs SL 497 lbs Total"of Horizontal Design Spans=21-06-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tnb 1 Standard Load Unf. Area(psf) Left 00-00-00 21-06-08 20 10 01-0 -0 . -2* Reaction from Level_301 at...Conc. Pt. 4-00 `(Ibs) Right 02-07-12 02-07-12 369 559 567 Load Disclosure Controls Summary Value %Allowable Duration Case Span"Location Pos. Moment 5424 ft-Ibs 22.5% 115% 2 Completeness and accuracy would must 1 -Internal be verified by anyone who would rely on End Shear -1847 Ibs 16.9% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U424 (0.61") 56.7% 2 1 particular application.Output here based Live Load Defl. U769 (0.336") 46.8% 2 1 on.building,code-accepted design Max Defl. 0.61" 61.0% 2 1 properties and analysis methods. Span/Depth 27.2 n/a Installation of BOISE engineered wood 0. 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240) Total load deflection-criteria. or ask.questions,please call Design meets Code minimum(U360) Live load deflection criteria. (88$)234=0056 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®, BC FRAMER®,'AJS-, Minimum bearing length for BO is 1-1/2".- ALLJOISTO, BC RIM BOARD-,BCI®, 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 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. . b —d a • • • o 0 c • • e 0 0 0 a minimum=2" c=4-1/2" b minimum.= 3" d= 12" e minimum= 3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 i BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor.BeamlLeveF_31D2E BC CALCO 9.5 Design Report-US 1 span No-cantilevers 1 0/12 slope Thursday, December 27, 2007 D2E Build 91 � File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Address: Description: Level'3\D26 -City, State,Zip: , Specifier: DPM"Designer: Customer: Shepley Wood Products .Company: Warren Trask Code reports: ESR-1040 Misc: • 03;10-04 BO • LL 540 Ibs r B1 DL 603 Ibs LL 540 Ibs SL 809 Ibs DL 574 lbs SL 752 Ibs Total of Horizontal Design Spans=03-10-04 Load Summary Live• Dead Snow Wind Roof Live Tag Description Load Type Ref Start End 100% 90% 115% 133% 125% Tnb 1 Standard Load Unf.Area(psf) Left 00-00-00 03-10-04 30 10 09-04-00 2 Trapezoidal (plf) Left 00-00-00 225 450 n/a I 03-10-04 180 360 n/a Controls Summaryvalue Load Disclosure °/a Allowaoble Durattion Case Span Location Completeness and accuracy of input must Pos. Moment 1839 ft-Ibs 11.5/d 115% 2 1 -Internal be verified by anyone who would rely on End Shear -1054 Ibs 14:5% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U4705(0.01"). 5.1% 2 1 particular application.Output here based .Live Load Defl. U6801 (0.007") •5:3%0 2 1 on building code-accepted design Max Defl. 0.011, f.0% 2 1 ' properties and analysis methods.. Span/Depth 4.g n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes , building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets'Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. 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-,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing+ SYSTEM@,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a A c a minimum=2" c=5-1/2" b minimum= 3" d= 12 Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BoiSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_302, BC CALC®9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Build 91 Thursday, December 27, 2007 1021 Job Name: SWP File Name: SWP321-Tierney(Rev2).BCC Address: ' Specifier: DPM Description: Level_3027 City, State,Zip: , . Designer: • ' Customer: Shepley Wood Products Company:Code reports: E Warren Trask.SR-1040 ; --- _ 2 LL 606 Ibs 61 DL 650 Ibs LL 606 Ibs SL 844 Ibs OL 682 Ibs SL 909 Ibs Total of Horizontal Design Spans=04=03-15 Load Summary Live Dead Snow Wind Roof Live Tag Description load Type Ref. Start End . 100%° 90% 115% 133% 125%1 `Standard Load Unf.Area(psf) Left 00-00-00 04-03-15 30 10 Trib 2 Trapezoidal(plo Left 00-00-00 09-04-00 180 360 n/a 04-03-15 225 450 n/a Controls Summary- Value Load Disclosure ry %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2326 ft-Ibs 9.5/0 115% 2 1 -Internal be verified by anyone who would rely on .End Shear 1100 Ibs 12.1% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U6466(0.008") 3.7% 2 1 particular application.Output here based Live Load Defl. U9369(0.006") 3.8% 2 1 on building code-accepted design Max Defl. 0.0081, 0.8% 2 1 properties and analysis methods. - Span/Depth 4.4 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with, current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum(U240).Total load deflection criteria. f or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria, (888)234-0056 before installation. ' Design meets arbitrary (1") Maximum load deflection criteria. BC CALC®, BC 1=RAMERO,AJS-, Minimum bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARD-, BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear Span'+ 1/2 min. end bearing + SYSTEM®,VERSA-LAMG,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram trademarks . r�I b —d a c - l 1 a minimum=2" c=7-7/8" b minimum=3" d= 12" - Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOISE- Double'1-3/4". x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D21 BC CALCO.9.5 Design Report-US 4 spans Left&Right cantilevers 1 0/12 slope •. Thursday, December 27, 2007 10:21 Build 91 Job Name: SWP FilkName: SWP321-Tierney(Rev2).BCC Address: Description: Level_3029 City, State, Zip: , Specifier: DPM �. Customer: Shepley Wood Products Designer: - Code reports: ESR=1040. Company: Warren Trask Misc:. � 2r „yy,, ® 3 Ol 0' 0 18 O1-00 B1 16-05-00 0 3-00 LL 862 Ibs B2 B3 DL 308 lbs LL 1344 Ibs L DL 551 Ibs L 822 Ibs DL 281 lbs Tota[of Horizontal Design Spans=37-00-00 Load Summary TagLive Dead Snow Wind Roof Live Description 'Load Type Ref. Start End , o a 1 Standard Load 100/0 90/0 115/, 133% 125% Trib: Unf.Area(psf)� Left 00-00-00 37-00-00 40 10 2 Conc. Pt (Ibs) Left 03-08-08 03-08-08 450 150 01-04-00 3 Conc. Pt. (Ibs) Right 03=08-08. 03-08-08 450 150 n/a n/a Controls Summary Value Load Disclosure %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2922 ft Ibs 20.9% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -3561 ft-Ibs 25.5% 100% 20 3-Left output as evidence of suitability for Cont. Shear 1003 Ibs 15.9%. 100% 18 2—Left. particular application.Output here based Total.Load Defl. L/726(0.299") 311% .16 2 on building code-accepted design Live Load Defl. U923(0.235") 39.0% ' 16 2 properties and analysis methods. Total'Neg. Defl. -0.077" 15.5% Installation of BOISE engineered wood Max Defl. 16 1 -Cantilever products must be in accordance with 0.299 29.9% 16 _ 2 current Installation Guide and applicable Span/Depth. 22.8 n/a 0 2 building codes.To obtain Installation Guide or ask questions, please call Notes (888)234-0056 before installation. Design meets Code minimum (U240)Total load deflection criteria. BC CALC®, BC FRAMER®,AJSTTM, Design meets Code minimum (U360) Live load deflection criteria. ALLJOISTO, BC RIM BOARD-, BCIO, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for 131 is 3". SYSTEM@,VERSA-LAM0,VERSA-RIM Minimum bearing length for B2 is 3". PLUS@,VERSA-RIM®, Minimum bearing length.for B3 is 3". VERSA-STRAND®,VERSA-STUDS are Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min.end bearing+ L.L.Cmarks of Boise Wood Products, 1/2 intermediate bearing Connection Diagram. j+{b d a c a minimum=2" c= 5-1/2'' b minimum=3" d= 12 Connection design assumes point load is'top-loaded'. For connection design of`side-loaded'point lo please consult a technical representative or professional of Record. ads, Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 f� 80iSE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 31D; cantilevers slope BC CALCO 9.5 Design Report-US 1 span No — Build 91I pe Thursday, December 27, 2007 10:2( Job.Name: SWP File Name: SWP321-Tierney(Rev2).BCC Address: Description: Level_303 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Warren Trask - Misc: BO LL 491 Ibs B1 DL 274 Ibs LL 491 Ibs DL 274 Ibs - l Total of Horizontal Design Spans=05-11-08 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 05-11-08 20 10 08-03-00 ' Load " Controls Summary , value Disclosure i /o Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1139 ft-Ibs 8.2% 100% 1 1 -Internal . be verified by anyone who would rely on End Shear 546 Ibs 8.6% 100%0 1 1 -Left output as evidence of suitability for Total Load Defl. U4913(0.015") 4.9%' 1 1 particular application.Output here based Live Load Defl. L/7648 (0.009") 4:7% 1 1" on building code-accepted design. Max Defl. 0.015" 1.5% 1 properties and analysis methods. Span/Depth 7.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria or ask questions,please call Design meets Code minimum (L/360) Live load deflection criteria. (888)234-0056 before installation. 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 BOARDTM', BCI@, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span`+ 1/2 min. end bearing+ SYSTEMO,VERSA-LAM@,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@), VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Wood Products, L.L.C. rt rb —d a minimum=2" c=5-1/2" b minimum=3" d= 12" Member'has no side loads. Connectors are: 16d Common Nails Page.1 of 1 i BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor l3eam\Level_31D4 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Build 91 Thursday, December 27, 2007 10:2( File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Address: Description: Level 3104 Specifier: DPM City State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 : y' _ Misc: 3 X - BO LL 707 Ibs `81 DL 529 Ibs LL 420 Ibs DL 372 Ibs Total of Horizontal Design`Spans=22-00-00 Load Summary Live Dead Snow .Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tnb 1 Standard Load Unf.Area (psf) Left 00-00-00 22-00-00 20 10 2 Reaction from Level_303 at...Conc. Pt. (Ibs) Left 05-05-04 05-05-04. 491 274 01-04-00 3 Conc. Pt.'(Ibs) . Left 02-05-12 02-05-12 50 25 n/a • � n/a Controls Summaryvalue Load Disclosure %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5803 ft-Ibs 27.7% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 1190 Ibs . 12.6% 100% 1 a 1 -Left output as evidence of suitability for Total Load Defl. U400(0.661") 60.0% 1 1 particular application.Output here based Live Load Defl. L/717(0.368") 50.2% 1 1 on building code-accepted design Max Defl. 0.661" 66.1% 1 1 properties and analysis methods. Span/Depth 27.8' n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum(U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (L/360) Live load deflection criteria. ($$8)234-0056 before installation. Design meets arbitrary ry (1") Maximum load deflection criteria. BC CALC®, BC FRAMER®,AJSTM Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,SCIO, 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+ SYSTEMO,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIMO, VERSA-STRANDO,VERSA-STUDO are Connection Diagram trademarks of Boise Wood Products, ��—{I L.L.C. L�b d a • • • o O .c . e O o o a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum= 3''' , Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads,' please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1,of 1 i BOISE' Double 1-3/4" x 9-1/2" VERSA-LAW'2-0 3100 SP Floor B _ 1 BC CALC@ 9.5.Design Report- US 2 spans I No cantilevers 0/12 sloe eamlLevel 31D, Build 91. I p Thursday, December 27, 2007 10.2 Job Name.- SWP File Name: SWP321-Tierney(Rev2).BCC Address: f Description: Level_305 City, State,Zip: , Specifier.' DPM Customer: Shepley Wood Products Designer: Code reports: ESR-1040 . • Company: Warren Trask r Misc: 2 1 . yj ;< a BO 01 936� LL 156lbs ' B1 62 DL 222 Ibs ! LL 267 lbs LL 0 Ibs SL 272 Ibs DL 505 Ibs DL 18 Ibs SL 701 Ibs SL 82 Ibs Total of Horizontal Design Spans 03-05-03 Load Summary Taia Descri tion Live Dead Snow Wind ' . Roof Live Load T e Ref. Start End ° ° 1 Standard.Load 100% 90% 115/° 133% 125% Trib. 2 Unf.Area(psf) Left 00-00-00 03-05-03 �15 30 Unf:Area(psf) Left 00-00-00 02-02-03 20 10 10-03-00 08-06-00 Controls Summary Value , Duration Load. Disclosure 291 ft Ibs %Allowable D;5�on Case Span Location Completeness and accuracy of input must Pos. Moment 13 Neg. Moment -308 ft-Ibs 1.8% 115% 1 - Internal be verified by anyone who would rely on End Shear � 359 Ibs � 4.9% 115% / 2 1 -Right output as evidence of suitability for Cont. Shear, 352 Ibs o ° 2 2-Right particular application.Output here based Uplift 3.5/0 115/a/ 2 1 -Right on building code-accepted design P 34 Ibs n/a - 14 2-Right Properties and analysis methods. [ Total Load Defl. U61215(0") 0.4% Installation of BOISE engineered wood Live Load Defl.' U92972(0") 0.4% 13 1 products must be in accordance with Max Defl. 0" n/a current Installation Guide and applicable Span/Depth 2.8 13 1 building codes.To obtain Installation Guide n/a. f 0 1 or ask questions,please call r Notes (888)234-0056 before installation. � BC Design meets Code minimum (U240)Total load deflection criteria. ALLJOIST®BC RIM BOARD-,BCI®, Design meets Code minimum(U360)Live load deflection criteria. BOISE GLULAMTm,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 B1 is 3". VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for B2 is 1-1/2", trademarks of Boise Wood Products, r Entered/Displayed.Horizontal Span Length(s) L-L.C. 1/2 intermediate bearing p =,Clear Span+ 1/2 min. end bearing+ Connection Diagram b d. r r c e a minimum=2" c=�5-1/2" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 I BOISE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_31D6 BC CALC@ 9.5 Design Report-US 3 spans Left&Right cantilevers 0/12 slope - Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2):BCC Job Name: SWP . ( Description: Level_3\D6 Address: Specifier.- DPM City, State, Zip: , Designer: Customer: Shepley Wood Products Company-... Warren Trask Code reports: - ESR-1040 Misc- 01-02-1 21-06-08 B1 1=02-12 LL 506 lbs B2 DL•540 Ibs LE 506 Ibs SL 225 lbs DL 540 Ibs SL 225 Ibs Total of Horizontal Design Spans=24-00-00 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 24-00-00 20 10 01-04-00 2 Reaction from Level_3\D5 at... Conc. Pt. (Ibs) Left 03-06-00 03-06-00 185 212 225 n/a 3 Reaction from Level_3\D5 at....Conc. Pt..(Ibs) Right 03-06-00 03-06-00 185 212 225 n/a Load Disclosure Controls Summary. Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4014 ft-Ibs 19.2% 100% 16 2-Internal be verified by anyone who would rely on Neg: Moment -41 ft-Ibs 0.2% 100% 20 3-Left output as evidence of suitability for Cont.'Shear 1154 Ibs 10.66/o 115% 19. 2-Right particular application.Output here based Total Load Defl. U486(0:532") 49.4% 15 2 on building code-accepted design. Live Load Defl: U877 (0.295") 41.0% 15 2_ properties and analysis methods. " Installation of BOISE engineered wood Total Neg. Defl'. -0.1 20.1% 15 3-Cantilever products must be in accordance with Max Defl. 0.532" 53.2% 15 2 current Installation Guide and applicable Span/Depth 27.2 n/a 0 2 building codes.To obtain Installation Guide or ask questions,please call -Notes (888)234-0056 before installation. Design meets Code minimum(U240)Total load deflection criteria. BC CALC@,BC FRAMER@,AJST"', Design meets Code minimum (U360) Live load deflection criteria. ALLJOIST@,BC RIM BOARD-, BCI@, Design meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAMT'" SIMPLE FRAMING Minimum bearing length for B1 is 3". SYSTEM@,VERSA-LAM@,VERSA-RIM Minimum bearing length for 62 is 3". PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are Entered/Displayed Horizontal Span Length(s)=Clear Span.+ 1/2 min. end bearing+ trademarks of Boise Wood Products, 1/2 intermediate,bearing L.L.C. Connection Diagram . . b d a c e 0 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e e minimum=3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 ' iOiSE" Double 1-3/4" x 9-1/2" VERSA-LAM®2,0 3100 SP Floor Beam\Level 3\D8 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12.slope` Thursday, December 27, 2007 10:20 Build 91 ` File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3\D8' Address: Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company- Warren Trask -- -Code reports: ESR-1040 —'- --- - ------ - • . ..Misc:.. li � � ll � llll �. � l � � 11 � 1111 >8•<.e '`'k .. ,ra`",#. V.3`.MI ; ;:s3 m» :.c, e .'� ', .x '"xF? `.•,, kax•'<.'Sr - r x 18-04-00 16-OB-00 B0 B1 . B2 LL 506 Ibs LL 3381 Ibs LL 514 Ibs DL 187 Ibs DL 1228 Ibs DL 167 Ibs Total of Horizontal Design Spans,=35-00-,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 35-00-00 , 30 10 01-04-00 2 Reaction from Level_407 at...Conc. Pt. (Ibs) Left 14-04-00 14-04-00 1350 394 n/a 3 Reaction from.Level_407 at...Conc. Pt. (Ibs) Left 22-04-00 22-04-00 1350 394 n/a Load Disclosure Controls Summary' Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3833 ft-Ibs. 27.5% 100% 14 1 -Internal be verified by anyone who would rely on Neg. Moment -7183 ft-Ibs 51.5% 100% 1 1 -Right ' output as evidence of suitability for End Shear 639 Ibs 10.1% 100% 14 1 _Left particular application.Output here based Cont. Shear 227.1 lbs 35.9% 100% 1 1 -Right . on building code-accepted design Uplift 5.Ibs n/a 14 2-Ri ht properties and analysis methods. p 9 Installation of BOISE engineered wood Total Load Defl. U495(0.444' . '48.5% 14 1 products must be in accordance with Live Load Defl. U606 (0.363"). 59.4% 14 1 current Installation Guide and applicable Total Neg. Defl. .-0.133" 26.6% 14 2 building codes.To obtain Installation Guide Max Defl. 0.444" 44.4% 14 1 or ask questions,please call Span]Depth 23.2 n/a 0_ 1 (888)234-0056 before installation. BC CALCO, BC FRAMER®,AJST"', Notes ALLJOISTO, BC RIM BOARDTm BCI®, Design meets Code minimum U240 Total load deflection criteria. BOISE GLULAMS SIMPLE FRAMING 9 ( ) _ SYSTEM®,VERSA-LAM®;VERSA-RIM Design meets Code minimum„(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for BO is 1-1/2". trademarks of Boise Wood Products, Minimum bearing length for B1 is 3". L.L.C. Minimum bearing length for B2 is 1-1/2". f Entered/Displayed Horizontal Span Length(s).=Clear Span+ 1/2 min.end bearing+ .1/2 intermediate bearing Connection Diagram a I A - c a minimum=2" c=5-1/2" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member-has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails .Page 1 of 1 �3100 SP Floor Beam\LeVel BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM 1 span No cantilevers ® 2.0 'BC CALC®9.5 Design Report-US P _3\D9 0/12 slope Thursday, December 27, 2007 10:20 I I Build 91 ' File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_3\D9 Address: Specifier: DPM City, State,Zip: Designer:. ' Company: , Warren Trask � Customer: Shepley Wood Products - _ Code reports:._ Misc:ESR-1040. - --__�__. _ -. "'°' �.s,e$ `�- <€:.��.,3r *,+."�a § � Y "V'•"� � �` `18-06-00 B1 BO LL 487 Ibs LL 493 Ibs DL 268 Ibs DL 271 Ibs Total of Horizontal Design Spans=18-06-00 Live Dead Snow Wind- Roof Live. Load Summary Ta Description Load T e Ref. Start End 100% 90% 115% 133% 125% Trib. Left 00-00-00 1'8-06-00 30 10 01-04-00 1 Standard Load Unf.Area(psf) n/a 2, Conc. Pt. (Ibs) Left 04-00-00 04-00-00. 120 60 n/a 3Conc. Pt. (Ibs) Left 14-00-00 . 14-00-00 120 60 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3447 ft-Ibs 24.7% 100% 1 1 Internal be verified by anyone who would rely on 11.2% 100% 1 1.-Left. output as evidence of suitability for End Shear 711 ibs particular application.Output here based Total Load DO.' U510.(0.435") 47.1% 1 1 on building code-accepted design Live Load.Defl.• L/791 (0.281") 45.5% 1 1 properties and analysis methods. Max Defl. 0.435" 43.5% 1 . 1 Installation of BOISE engineered wood Span/Depth 23.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guid< Notes 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. BC CALC®,BC FRAMER@,AJS-l Design meets arbitrary(1")Maximum load deflection criteria. ALLJOIST@-,B,C RIM BOARD- BCI@, Minimum bearing length forBO is 1-1/2". BOISE GLULAM- SIMPLE FRAMING Minimum bearing length for 61 is 1-1/2".. \ SYSTEM@,VERSA-LAM@,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ PER PLU@,STRAND@I V®RSA-STUD@ are, ' 1/2 intermediate bearing trademarks of Boise Wood Products, L.L.C. Connection Diaciram b -d a • • 0 cl 1 l a minimum=2" c 5-1/2" { b minimum=3" d= 12" I Connection design assumes point load is`top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. ! Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails ` Page 1 of 1 a r I ) • I BO�SE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_4\D7 BC CALC@ 9.5 Design Report-US 1 span No cantilevers 0/12 slope Thursday, December 27, 2007 10:20 Build 91 File Name: SWP321-Tierney(Rev2).BCC Job Name: SWP Description: Level_4\D7 Specifier: DPM Address: ; Designer. City, State,Zip: , Customer: , Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 — Misc:. t 6 x '... AW �I ,' ." c' _ .�r c4. -.fix: i- .� .fi"`-',ia' ..ate.._ -a. ::• .: ' 12-00-01 B1 BO LL 1350 Ibs LL 1350 Ibs DL 394 Ibs DL 394 Ibs Total of Horizontal Design Spans=12-00-01 Live Dead Snow Wind Roof Live Load Summary TagDescription Load Type Ref. Start End 100% 90% 115% 133% 125% Trib: 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-01 60 15 03-09-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5233 ft-Ibs 37.5% 100% 1 1 Internal be outperi ut as eed by dence of suitabilityanone who dor on End Shear 1493 lbs 23.6% 100% 1 1 Left particular application.Output here based Total Load Defl. L/531 (0.271 ') 45.2% 1 on building code-accepted design Live Load Defl. U686(0.21") 52.5% 1 properties and analysis methods. 0.271" 27.1% 1. 1 Installation of BOISE engineered wood Max Defl. Span/Depth 0.27 1 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes 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. BC CALC®,BC FRAMER@,AJS TM, Design meets arbitrary (1") Maximum load deflection criteria. ALLJOISTO, BC RIM BOARDT"" BC10, Minimum bearing length for BO is 1-1/2". BOISE GLULAMTM SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEM@,VERSA-LAMB,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ PLUS@,VERSA-RIMO, STUD@ are. 1/2 intermediate bearing VERSA-STRAND@,VERSA trademarks of Boise Wood Products, L.L.C. Connection Diagram ►1 b d a • j cl a minimum=2" c=5-1/2" „ b minimum=3 d= 12" Member has no side loads. Connectors are: 16d Common Nails i Page 1 of 1 DOC: 1F078r595 12-07-2007 11 :50 BARNSTABLE LAND COURT REGISTRY MORTGAGE AND SECURITY AGREEMENT 11 93 g THIS MORTGAGE and SECURITY AGREEMENT("Mortgage"or"Agreement")is granted the sixth day of December,2007,by PATRICIA R.POWER,(the'Borrower"),of 35 Grayfield Avenue, West Roxbury,Massachusetts 02132,(hereinafter referred to as the"Borrower")to BOSTON PRIVATE . BANK&TRUST COMPANY(hereinafter,the"Mortgagee"),with its principal place of business at Ten Post Office Square,Boston,Massachusetts 02109(hereinafter,the"Lender"). In consideration of the mutual covenants contained herein and benefits derived herefrom,and for good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,the Borrower agrees to the following terms and conditions: ARTICLE 1 GRANT OF MORTGAGE INTEREST 1-1. Mortgage Interest. To secure the Borrower's prompt,punctual,and faithful payment and performance of all and each of the Borrower's Liabilities(as that term is defined in Section 3-1 herein)to the Lender arising under a certain loan(the"Loan")made this day by the Lender to the Borrower,as evidenced by a certain Promissory Note of even date herewith in the original principal amount of ONE MILLION SEVEN HUNDRED NINETY THOUSAND($1,790,000.00)DOLLARS or so much thereof as may be advanced from time to time and remain outstanding,and any extensions,renewals, j substitutions,modifications,or replacements thereof(hereinafter,the"Note"),by and between the Lender and the Borrower,the Borrower hereby grants,mortgages,assigns,and transfers to the Lender with l� MORTGAGE COVENANTS,the Collateral(as that term is defined in Section 3-3 herein). The Borrower J intends to convey and hereby does convey to the Lender with MORTGAGE COVENANTS(to be included within the Collateral),the premises described in Exhibit A hereto,which is incorporated herein by reference thereto. 3 �,t ARTICLE 2 I` GRANT OF SECURITY INTEREST AND ASSIGNMENT 2-1 Security Interest and Assignment. To secure the Borrower's prompt,punctual,and faithful payment and performance of all of the Liabilities to the Lender,including,without limitation,those arising under this Mortgage,the Note,the Assignment of Leases and Rents,the Collateral Assignment of Contracts,Licenses and Permits,the Hazardous Materials Indemnity Agreement and any other documents executed pursuant to the Loan(hereafter collectively referred to as the"Loan Documents"),the Borrower hereby grants to the Lender a continuing security interest in and to,and assigns to the Lender,the Collateral (as that term is defined in Section 3-3 herein). 2-2. Financing Statement. This Mortgage is intended to take effect as a security agreement and is to be recorded or filed with the Barnstable County Registry of Deed in lieu of a financing statement pursuant to the M.G.L.Ch. 106,Sec.9-502(hereinafter together with all other relevant provisions of the Massachusetts Uniform Commercial Code,the"UCC"). 2-3. Power of Attorney. After an Event of Default(hereinafter defined),the Borrower hereby irrevocably constitutes and appoints the Lender as the Borrower's true and lawful attorney for the purpose of signing and filing or recording on behalf of the Borrower any financing or other statement,not inconsistent with this Mortgage or the other Loan Documents,in order to establish,perfect or protect the ' Lender's interest in the Collateral. ARTICLE 3 CERTAIN DEFIi`TITIONS As used herein,the following terms shall have the following meanings: 3-1. Liabilities. "Liabilities"includes,without limitation,any and all liabilities,debts,notes, agreements and obligations of the Borrower to the Lender arising under the Note,the Loan Documents or the Loan,of every kind,nature and description(including all future advances or the like whether given pursuant to a commitment by the Lender)whether such are liquidated,unliquidated,secured,unsecured, direct,indirect,absolute,contingent,or of any other type,nature,or description,or by reason of any cause of action which the Lender now or hereafter may hold against the Borrower in connection with the Loan. "Liabilities"also includes,without limitation,all interest and other amounts which may be charged to the Borrower and/or which may be due from the Borrower to the Lender from time to time and all costs and expenses now or hereafter incurred or paid by the Lender to enforce any Loan Document or agreement between the Borrower and the Lender or any other instrument furnished by the Borrower to the Lender related to the Loan, including,without limitation,"Costs of Collection"(as hereinafter defined),attorneys' reasonable fees,and all court and litigation costs and expenses. "Liabilities"also includes,without limitation,any and all obligations of the Borrower to act or to refrain from acting in accordance with the terms,provisions,and covenants of this Mortgage and of any other agreement between the Borrower and the Lender or instrument now or hereafter furnished by the Borrower to the Lender. As used herein,the term"indirect"includes,without limitation,all obligations and liabilities which the Lender may now or hereafter incur or become liable for on account of or as a result of the Loan or the Note,including,without limitation,any which might arise out of any action brought against the Lender by any guarantor or endorser of the Liabilities of the Borrower or any other person in connection with the Liabilities. The term "indirect"also refers to any direct or contingent liability of the Borrower to make payment towards any obligation of the Borrower now or hereafter held by the Lender with respect to the Loan or the Note to the extent so held by the Lender. The Lender's books and records shall be prima facie evidence of the Borrower's indebtedness to the Lender. 3-2. Costs of Collection."Costs of Collection"includes,without limitation,all reasonable attorneys'fees,and all out-of-pocket expenses incurred by the Lender's attorneys,and all reasonable costs incurred by the Lender in the administration of the Liabilities,this Mortgage,the Note,and all other documents,instruments,and agreements executed in connection with or relating to any of the Liabilities. "Costs of Collection"also includes,without limitation,all attorneys'reasonable fees,out-of-pocket expenses incurred by the Lender's attorneys,and all costs incurred by the Lender,which costs and expenses are directly or indirectly related to or in respect of the Lender's efforts to collect or enforce any of the Liabilities and/or to exercise or enforce any of the Lender's rights,remedies,or powers against or in respect of the Borrower and/or any other guarantor or person liable in respect of the Liabilities(whether suit is instituted in connection with such efforts). The Costs of Collection shall be added to the Liabilities of the Borrower to the Lender as if such had been lent,advanced,and credited by the Lender to,or for the benefit of,the Borrower,and shall accrue interest at the Default Rate set forth in the Note. 3-3. "Collateral"shall include all and each of the following,whether singly or collectively, whether real property,personal property,or any combination thereof,whether now owned or now existing, or in which the Borrower has an interest,or at any time in the future,acquired,arising,or to become due,or in which the Borrower obtains an interest,and all proceeds,products,substitutions and accessions of or to any of the following: (a) the land with buildings and improvements whether now existing or hereafter constructed or located thereon in the Town of Osterville,Barnstable County,Massachusetts,as more particularly described on Exhibit A annexed hereto and known as and numbered 451 Wianno Avenue; I (b) all easements,reciprocal easement agreements,special permits,covenants,agreements and rights which are appurtenant to or benefit the land described in Subparagraph(a)above; (c) all fumaces,ranges,heaters,plumbing goods,gas and electric fixtures,screens,screen doors,mantels,shades,storm doors and windows,awnings,oil burners and tanks or other equipment,gas or electric refrigerators and refrigerating systems,ventilating and air conditioning apparatus and equipment, door bell and alarm systems,elevators and elevator equipment,sprinkler and fire extinguishing systems, portable or sectional buildings,and all other fixtures of whatever kind or nature owned by the Borrower, now or in the future contained in or on the Mortgaged Premises,and any and all similar fixtures owned by the Borrower hereinafter installed in the Mortgaged Premises in any manner which renders such articles usable in connection therewith; (d) all machinery,equipment,furniture,inventory,building supplies,and appliances,owned by the Borrower,used or useful in the construction,operation,maintenance,or occupation of the Mortgaged Premises or any portion or unit thereof; (e) all leases,contracts or agreements entered into,for the lease,rental,hire or use by the Borrower of any property of the same nature as the foregoing Subparagraphs(c)and(d)in connection with the construction,operation,maintenance or occupation of the Mortgaged Premises; (f) all written or oral leases,tenancies,and occupancies regarding all or any portion of the foregoing Subparagraphs(a)through(e)(hereinafter,the"Leases"),and all guarantees and security relating thereto(subject to the terms thereof); (g) all rents and other sums due to Borrower arising from the Leases or from any of the foregoing Subparagraphs(a)through(0,all payments due or to become due thereunder,including,without limitation,all rent,additional rent,security deposits(subject to the terms of the Leases),damages, insurance payments,taxes,insurance proceeds,condemnation awards,or any payments with respect to options contained therein(including any purchase option)(hereinafter,the"Rental Payments"); (h) all contracts and agreements entered into or assumed by the Borrower(together with the easements,covenants,agreements(including purchase and sale agreements for all or any portion of the Mortgaged Premises)and rights referred to in Section 3-3(b),above,and the Leases,contracts and agreements referred to in Section 3-3(e),above,hereinafter the"Contracts")licenses,permits and approvals(hereinafter,the"Licenses")and warranties and representations,relative to the use,operation, management,construction,repair or service of any of the foregoing Subparagraph(a)through(g); (i) any other property of the Borrower in which the Lender may in the future be granted an interest; 0) all funds held by the Lender as tax or insurance escrow payments; (k) all proceeds received from the sale,exchange,collection or other disposition of any of the foregoing Subparagraphs(a)through 6),including,without limitation,equipment,inventory,goods, documents,securities,accounts,chattel paper,and general intangibles(as each of those terms is defined in the UCC);all insurance proceeds relating to all or any portion of the foregoing Subparagraphs(a)through (k);and all awards,damages,proceeds,or refunds from any state,local,federal or other takings of,and all municipal tax abatements relating to,all or any portion of the foregoing Subparagraphs(a)through 0); (1) all of Borrower's right,title and interest in and to any and all title insurance proceeds, claims,demands and causes of action,relating to any title insurance policies covering the Mortgaged Premises("Title Policies")together with all rights and privileges relating thereto. Borrower shall notify Lender of any potential claims or disputes relating to the Title Policies and Borrower hereby authorizes and empowers Lender to collect all awards and proceeds on Borrower's behalf;and i (m) all rights,remedies,representations,warranties,and privileges pertaining to any of the foregoing Subparagraphs(a)through(1). 3-4. Mortgaged Premises. "Mortgaged Premises"shall mean and refer to that portion of the Collateral described in Sections 3-3(a)and 3-3(b)herein. i 3-5. Personal Property. "Personal Property"shall mean and refer to all of the Collateral other than that portion of the Collateral which is included within the definition of Mortgaged Premises. 3-6. Receivables Collateral. "Receivables Collateral"shall mean and refer to all Rental Payments and all rights to payment now held,or in which the Borrower has an interest or hereafter acquired by the Borrower,or in which the Borrower obtains an interest,arising out of,constituting a part of,or relating to all or a portion of the Collateral. ARTICLE 4 REPRESENTATIONS,WARRANTIES AND COVENANTS 4-1. Existence and Authority. The Borrower's constituent documents shall not be materially altered or amended or terminated without the prior written consent of the Lender such consent not to be unreasonably withheld or delayed. The execution and delivery of this Mortgage,and of any other instruments executed and delivered in connection herewith,constitute representations by the Borrower that such execution and delivery is made in accordance with the terms and provisions of the Borrower's constituent documents and with the authorization and direction of,to the extent required,the owners of 100%of the legal,beneficial,membership and ownership interests of the Borrower,and that it binds the Borrower. 4-2. Insurance. The Borrower agrees,at the Borrower's sole cost and expense,to keep the Mortgaged Premises insured at all times throughout the term of this Mortgage with policies of insurance of the type set forth below with insurance companies,in such amounts and containing such terns and conditions as are reasonably satisfactory to the Lender: (a) Casualty Insurance. Prepaid casualty policy(with"special coverage"or"all risk"endorsements including"differences in condition"),including without limitation"flood and earthquake"(if the buildings on the Mortgaged Premises are in a special flood or earthquake zone) and"change in building code requirements,"endorsements(or Ordinance or Law Coverage), collapse,and cost of demolition,vandalism,malicious mischief,sprinkler and boiler insurance, with a full replacement cost endorsement(including builder's risk on a Completed Value form during any period or periods of time that construction or remodeling is being performed on the Mortgaged Premises), in an amount equal to 100%of the full replacement cost of all improvements(excluding only the reasonable value of land,footings and foundations)and the Borrower's contents therein,determined to the reasonable satisfaction of the Lender,and in any event in an amount sufficient to prevent the Borrower from incurring any coinsurance liability. (b) Boiler Insurance. Policies of insurance against loss or damage to the major components of the air conditioning and/or heating system,fly-wheels,steam pipes,steam turbines, steam engines steam boilers,other pressure vessels,high pressure machinery,if any,such as are installed in the buildings and improvements on the Mortgaged Premises. (c) Liability Insurance. Policies of comprehensive general liability insurance(on an occurrence basis to the extent the same continues to be economically obtainable)against claims for bodily injury and property damage with limits of liability reasonably satisfactory to the Lender from time to time. (d) Flood Insurance. If the buildings on the Mortgaged Premises are located in an area designated by any governmental agency as an area of special flood hazard,such insurance against damage caused by flooding as the Lender shall reasonably request. (e) Additional Insurance. Insurance with respect to such other insurable risks relating to the Mortgaged Premises or the Borrower as Lender may reasonably require,including but not limited to contractors'liability insurance,worker's compensation insurance and loss of rents coverage for one(1)year and business interruption insurance for one(1)year. I I The Borrower shall deposit all insurance policies(and/or copies or certificates thereof acceptable to the Lender including evidence of payment of premiums)providing coverage applicable to the Mortgaged Premises,whether required by this Mortgage,with the Lender forthwith after the binding of such insurance, and shall deliver to the Lender new policies(or certificates thereof acceptable to the Lender with evidence of payment of premiums)for any insurance about to expire at least twenty(20)days before such expiration. All such insurance policies shall name the Lender(or its designee at such address as Lender shall from time to time direct)as "mortgagee"and"loss payee"or as an additional insured,including its successors and assigns,as its interest may appear,as appropriate,and shall be payable in case of loss to the Lender as its interest may appear by means of a standard non-contributory mortgagee clause,shall be written by such companies authorized to do business in the Commonwealth of Massachusetts,on such terms,in such form and for such periods and amounts as the Lender shall from time to time reasonably approve,shall be primary and without right of contribution from other insurance which may be available,shall waive any j right of setoff,counterclaim,subrogation,or any deduction in respect of any liability of the Borrower and the Lender,shall provide that with respect to the Lender,the insurance shall not be invalidated by any action or inaction by the Borrower including without limitation any representations made by the Borrower in the procurement of such insurance,and shall provide that they shall not be canceled or amended without at least twenty(20)days'prior written notice to the Lender. After an Event of Default,the Borrower grants the Lender full power and authority as attorney irrevocable of the Borrowers to adjust with the insurer any loss or damage,to cancel or transfer such insurance,to collect and endorse any checks issued in the name of the Borrower and to retain any premium and to apply the same to the obligations secured hereby.; 4-3. Statutory Compliance. The Borrower shall comply with,shall not use any of the Collateral in violation of,and shall cause the Collateral to be in compliance in all material respects with, each and every License,statute,regulation,ordinance,decision,directive,order,by-law,or rule of any federal,state,municipal,and other governmental authority which has or claims jurisdiction over the Borrower or any of the Collateral. The Borrower have obtained or will obtain,and will maintain in full force and effect,the material Licenses and all material licenses,certificates,permits and approvals necessary for the use,occupancy,maintenance,construction and operation of the Collateral,and at the option of the Lender,will do all things and execute all such documents as the Lender may reasonably request to assign the Borrower's rights therein to the Lender. The Borrower assumes full responsibility for the Mortgaged Premises complying in all material respects with the Americans with Disabilities Act of 1990,Title III Sec.303(a)(1),42 U.S.C. Sec. 12183, and all regulations thereunder,as amended if at all,as well as all other now existing and/or hereafter arising applicable federal and/or state laws and regulations establishing requirements for handicap accessibility(all the aforesaid laws and regulations collectively"Disability Laws"),to the extent the Disability Laws apply to the Mortgaged Premises. The Borrower agrees to promptly comply(or use reasonable efforts to cause any tenant responsible therefor to comply)with any order validly issued by any court or authorized public official and with any reasonable request by the Lender with respect to the Disability Laws and the correction of any violation thereunder,subject to Borrower's right to challenge or appeal such order diligently and in good faith. 411. Title to Collateral. The Borrower is,and shall hereafter remain,the owner of the Collateral free and clear of all voluntary or involuntary liens,encumbrances,attachments,security interests, purchase money security interests,assignments,mortgages,charges or other liens or encumbrances of any nature whatsoever,with the exceptions of(a)the mortgage and security interest created herein,(b)liens for real estate taxes and municipal betterments not yet due and payable,and(c)any liens or encumbrances(if any)appearing on or noted in the Lender's title insurance policy(the permitted encumbrances)furnished to the Lender in connection with the closing of the Loan. 4-5. Condition of Collateral. To the extent consistent with the Borrower's intended renovation of the Collateral as approved by the Lender,the Collateral is,and shall hereafter remain,in good repair,well maintained and in good working order,ordinary wear and tear excepted. The Borrower shall make all necessary restorations,repairs,replacements,additions and improvements to maintain the Collateral in good order and condition. The Borrower shall not cause or permit to be suffered any waste, destruction or loss(whether such loss is insured against)to the Collateral or any part thereof,and the Borrower shall not use any of the Collateral in violation of any applicable statute,regulation,ordinance, decision,directive,order,by-law,or rule,or any policy of insurance thereon. i 4-6. Inspection of Collateral. From time to time as the Lender and the Lender's representatives may reasonably request,the Borrower shall accord the Lender and such representatives access during normal business hours upon reasonable prior notice to the Collateral and all books and records relating to the use,operation,construction,or management thereof,and in connection with such I access,will permit the Lender and such representatives(at its sole cost and expense except in the Event of Default)to inspect the Collateral,upon reasonable advance written notice to conduct appraisals,to conduct environmental site assessments of every nature including without limitation subsurface soil testing and/or examination,verify any information contained therein or relating thereto,and verify the Borrower's compliance with the provisions of this Agreement or of any other agreement between the Borrower and the Lender and any instrument to be furnished by the Borrower to the Lender,in each case relating to the Loan. 4-7. Taxes and other Costs. To the extent payment is not provided for in Section 4-9 herein, the Borrower shall pay when due all real and personal property taxes,assessments,charges,franchises, income,unemployment,withholding,sales,and other taxes assessed against it,subject to the abatement provisions of Section 4-20,and all insurance premiums relative to the Collateral. The Borrower shall deliver to the Lender,upon request of Lender,evidence of the payment by the Borrower of all such items. The Borrower agrees that the Lender may,at its option following reasonable advance notice to Borrower and Borrower's failure to act,and from time to time,pay any taxes,or insurance premiums,the payment of which is then due,discharge any liens or encumbrances on any of the Collateral,or take any other action that the Lender may deem proper to repair,insure,maintain,or preserve any of the Collateral or the Lender's rights therein. The Borrower will pay to the Lender on demand all amounts so paid or incurred by the Lender. The obligation of the Borrower to pay such amounts shall be included in the Liabilities of the Borrower to the Lender and shall accrue interest at the Default Rate set forth in the Note. 4-8. Property of Third Parties. The Borrower shall not suffer or permit any item of property owned by a third party(other than property of a tenant of the Mortgaged Premises or the management company)to be affixed,attached,or installed on,upon or within,or be located at,the Mortgaged Premises, or any portion or unit thereof,which may be subject to any security interest,lien,encumbrance or charge which is prior or superior to the interest granted herein. 4-9. Tax Escrow. The Borrower shall pay to the Lender monthly on the first of each month, or such other day of the month as may be designated by the Lender during the term hereof,and for so long as the Liabilities secured by this Agreement shall remain unpaid,an amount equal to one-twelfth(1/12th) of the municipal taxes and assessments which the Lender estimates will become payable on account of the Mortgaged Premises for the year next succeeding any period for which such taxes and assessments have been paid or escrowed hereunder,sufficient to enable Lender to accumulate at least thirty(30)days prior to I the dates upon which such municipal taxes and assessments are payable the amounts then due and payable. Further,the Borrower shall pay to the Lender on demand the amount of any deficiency of the funds so collected when the actual amount of such taxes and assessments become known. The Lender shall maintain such funds in a non-interest bearing account which may be commingled with other funds of the Lender. The Lender shall apply said funds to the payment of municipal taxes and assessments,as applicable,to the extent such amounts are determined by the Lender to be due and payable. In the event the Lender collects such tax payments hereunder,the Borrower shall deliver to the Lender the bills representing any such amounts within five(5)days of the receipt thereof by the Borrower. Notwithstanding the provisions of this Section 4-9,upon an Event of Default hereunder,the Lender shall not be required to apply such funds as provided above,and,after delivery of any required notice and expiration of any applicable cure period,may set off such funds against the Liabilities and apply any such funds towards the Liabilities in accordance with Section 9-6 hereunder. 4-10. Litigation. There is no suit,action,proceeding,or investigation presently pending or,to the knowledge of Borrower,threatened against the Borrower or any of the Collateral. 4-11. Future Action. The Borrower shall do all such things and execute all such documents from time to time hereafter as the Lender may reasonably request in order to carry into effect the provisions and intent of this Mortgage and to protect,perfect,and maintain the Lender's interest in and to the Collateral. 4-12. Additional Information. The Borrower shall furnish the Lender with such financial information or other information pertaining to the operation of the Borrower and the Collateral as the Lender reasonably may from time to time request in accordance with the Note or any other Loan Document. The Borrower further agrees that the Lender may contact any third party,including,without limitation,any lien holders on the Collateral,any insurance company insuring the Collateral,and any financial institution with which the Borrower maintain a loan or depository relationship,to obtain information relating to the Receivables Collateral and the ownership,use,operation,maintenance or construction of the Collateral. The Borrower hereby authorizes each such third party to release such information to the Lender and agrees to execute any documents reasonably requested by the Lender to enable the Lender to obtain such information. 4-13. Hazardous Waste. (a) The Borrower represents that with respect to the Mortgaged Premises,neither the Borrower nor any person for whose conduct the Borrower is responsible ever: (i) owned, occupied, or operated a site or vessel on which any hazardous material, oil or asbestos was or is stored, transported, or disposed of (the terms "site", "vessel", "hazardous material"and"oil",respectively,being used in this Section within the meaning given those terms in Massachusetts General Laws,Chapter 21 E,as amended); (ii) directly or indirectly transported, or arranged for the transport, of any hazardous material,oil or asbestos; (iii) caused or was legally responsible for any release, or threat of release, of any hazardous material,oil or asbestos; (iv) received notification from any federal, state, or other governmental authority of. any potential,known,or threatened release of any hazardous material,oil or asbestos on or from the Mortgaged Premises or any other site or vessel owned,occupied, or operated either by the Borrower or any person for whose conduct the Borrower is responsible or whose liability may result in a lien on the Mortgaged Premises; or the incurrence of any expense or loss by such governmental authority, or by any other person, in connection with the assessment, containment, or removal of any release, or threatened release, of any hazardous material, oil or asbestos from the Mortgaged Premises or any such site or vessel. (b) The Borrower represents and warrants that to the best of Borrower's knowledge (except to the extent otherwise disclosed to the Lender prior to the date hereof in written environmental reports prepared by third party professionals),no hazardous material,oil or asbestos was ever,or is now,stored on,or disposed of on the Mortgaged Premises. (c) The Borrower shall; (i) not store or dispose of any hazardous material,oil or asbestos on the Mortgaged Premises,or on any other site or vessel owned,occupied,or operated either by the Borrower,or by any person for whose conduct the Borrower is responsible other than those materials ordinarily and customarily used in connection with construction activity provided always that the same are carefully stored and are legally permissible; (ii) neither directly nor indirectly transport or arrange for the transport of any hazardous material,oil or asbestos; (iii) take all such legally required actions,including,without limitation,the conducting of engineering tests and response actions(at the sole expense of the Borrower)(x)to confirm that no hazardous material,oil or asbestos is present on,in, under or emanating from the Mortgaged Premises(y)to assess,contain,or remove any such hazardous material,oil or asbestos on the Mortgaged Premises;and (iv) provide the Lender with written notice; (x)upon the Borrower's obtaining knowledge of any potential or known release,or threatened release,of any hazardous material,oil or asbestos at or from the Mortgaged Premises,or any other site or vessel owned,occupied,or operated by the Borrower or by any person for whose conduct the Borrower is responsible or whose liability may result in a lien on the Mortgaged Premises;(y)upon the Borrower's receipt of any notice to such effect from any federal, state,or other governmental authority;and(z)upon the Borrower's obtaining knowledge of any incurrence of any expense or loss by such governmental authority in connection with the assessment,containment,or removal of any hazardous material,oil or asbestos for which expense or loss the Borrower may be liable or for which expense alien may be imposed on the Mortgaged Premises. 4-14. Mortgage Conditions. This Mortgage is upon the STATUTORY CONDITION,upon the breach of which the Lender shall have the STATUTORY POWER OF SALE. 4-15. Compliance with Leases,Contracts and Permitted Encumbrances. The Borrower is not in default under any terms and conditions of any Lease,Contract or Permitted Encumbrance and shall,during the term of this Agreement,perform all of the obligations of the Borrower under any such Lease,Contract or Permitted Encumbrance within the period that such performance is required. Unless a tenant is obligated to do so,the Borrower has entered into,and will maintain in full force and effect,all Contracts necessary for the use,maintenance,construction,and operation of the Collateral,and at the option of the Lender,wip do all things and execute all such documents as the Lender may reasonably request to continue the assignment the Borrower's rights therein,pursuant to and in accordance with the Loan Documents. 4-16. Collection of Rents. The Borrower agrees not to collect or accept the payment of any Rental Payments,or other income or profit from,or on account of,any Lease or the use or occupation of the Collateral(other than a so-called security deposit in an amount not to exceed one month's rent and"last month's rents"),more than one(1)month in advance of the time when such payment becomes due unless such amount is delivered to the Lender to be applied toward the Liabilities in accordance with Section 9-6 hereof. 4-17. Lease Agreements. The Borrower shall not enter into any Lease without the prior written consent of the Lender. 4-18. Modification of Lease Agreements. The Borrower will not cancel,modify or terminate any Lease Agreement(except for default or pursuant to termination rights granted thereunder)without the prior written consent of the Lender. 4-19. Release Of Casualty Or Taking Proceeds.The Borrower shall promptly notify the Lender of any loss or damage from casualty at the Mortgaged Premises,and of any notices or other communications received by Borrower with respect to any pending condemnation or eminent domain taking of the Mortgaged Premises,or any part thereof. All such losses with respect to a casualty or condemnation or eminent domain damages or awards,or payments,in lieu thereof,may be adjusted by the Borrower(except after an Event of Default with the approval of the Lender),but subject to the approval of the Lender,and in either case at the Borrower's sole cost and expense. Any insurance proceeds or condemnation or eminent domain awards,or payments in lieu thereof,shall be paid to the Lender,as its interests may appear,and the Lender shall release such proceeds,awards,or payments to pay for the actual costs of repair,replacement or restoration of the Mortgaged Premises on such terms and conditions as the Lender may reasonably impose,provided that all of following conditions are satisfied: (1) There is then no Event of Default; (2) In the reasonable judgment of the Lender,such repair,replacement or restoration can be completed prior to the Maturity Date of the Loan; (3) There exists no Event of Default,or no condition or occurrence which with the passage of time would constitute an Event of Default,under this Agreement or any of the other Loan Documents; (4) At the time of the proposed repair,replacement or restoration,the Lender shall have a valid existing first mortgage lien and security interest in and encumbering the entire Mortgaged Premises and that there are sufficient proceeds received by the Lender to insure that the Premises damaged or destroyed can be restored as provided in the Plans and Specifications approved by the Lender and the City of Boston; (5) At the time of the proposed repair,replacement or restoration,all Lease Agreements in effect prior to the casualty or taking shall remain in full force and effect;and (6) At the time of any casualty or taking or at the time of such repair,there remains at least two(2)years remaining on the term of the Note. If the foregoing conditions are not satisfied,the Lender shall have the right to apply all of such proceeds,awards or payments toward the outstanding indebtedness under the Loan Documents and/or the Liabilities in accordance with Section 9-6 herein. 4-20. Abatement. The Borrower will notify the Lender of any action which the Borrower intends to take with respect to the abatement of any taxes or assessments. The Borrower will advise the Lender as to the status of any such action. The Borrower hereby appoints the Lender as the Borrower's attorney in fact,effective after the occurrence of an Event of Default hereunder,to initiate,prosecute,obtain,adjust, and settle,any such abatement action and to endorse in favor of the Lender any and all drafts and other instruments with respect thereto. The within appointment,being coupled with an interest,is irrevocable until this Mortgage is discharged by a written instrument executed by a duly authorized officer of the Lender. The Lender shall not be liable for any loss sustained on account of any exercise pursuant to said power unless such loss is caused by the willful misconduct,gross negligence,or actual bad faith of the Lender. After the occurrence of an Event of Default hereunder,the Lender may apply any proceeds of such abatement action(to the extent not required to be refunded to tenants under the Leases)against the Liabilities,whether such have matured,in accordance with Section 9-6 herein. 4-21. Material Occurrence. The Borrower shall promptly notify the Lender of the occurrence of any event,which may have a material adverse effect on the Collateral or the Borrower. 4-22. Compliance with Covenants. The Borrower shall not indirectly do or cause to be done,any act which,if done directly by the Borrower,would breach any covenant contained herein,or in any other agreement between the Borrower and the Lender. The Borrower shall not relocate or agree to a relocation of any of the easements benefiting or burdening the Mortgaged Premises,or any part thereof,without the prior written consent of the Lender,which consent shall not be unreasonably withheld or delayed. 4-23. Other Representations. The representations,covenants,and warranties herein are in addition to any others,previously,presently,or hereafter made by the Borrower to or with the Lender in any other Loan Document. 4-24. No Transfers or Other Financing. The Borrower shall not sell,grant,transfer,assign, pledge,or encumber the Mortgaged Premises or the Collateral,or any portion thereof,or any legal, beneficial or membership interest in the Borrower(or any portion of the Borrower),the Mortgaged Premises or the Collateral.In no event shall the Borrower transfer,grant any mortgage,deed of trust or security interest in the Mortgaged Premises or Collateral or enter into any other loan arrangements with any other lender,including governmental or institutional lenders relating to the Mortgaged Premises or Collateral,or any part thereof or interest therein or any interest in the Borrower,including,without limitation,any junior mortgage or financing secured by the Mortgaged Premises or any interest therein or any interest in the Borrower,without the consent of the Lender. ARTICLE 5 BORROWER'S USE OF COLLATERAL Unless and until the occurrence of an Event of Default hereunder,the Borrower shall be authorized to occupy,operate,manage,hold,or otherwise use the Collateral in the ordinary and reasonable course of the Borrower's business and consistent with the uses permitted by the City of Boston,subject, however,to the terms and provisions hereof. ARTICLE 6 EVENTS OF DEFAULT Upon the occurrence of an Event of Default under the Note(which shall constitute an Event of Default hereunder)any and all Liabilities of the Borrower to the Lender shall become immediately due and payable,without notice or demand at the option of the Lender. The occurrence of any such Event of Default shall also constitute,without notice or demand(except as otherwise provided herein or in the Note),a default under all other agreements between the Lender and the Borrower or instruments and papers given the Lender by the Borrower,in connection with the Loan, whether now existing or hereafter arising. Upon the occurrence of any such Event of Default or the breach of the Statutory Condition contained herein,the Lender shall have the STATUTORY POWER OF SALE. i i ARTICLE 7 RIGHTS AND REMEDIES UPON DEFAULT 7-1. Rights and Remedies Upon Default. Upon the occurrence of any Event of Default,which continues after the expiration of any applicable cure period as aforesaid,or at any time thereafter,the Lender shall have all the rights of a mortgagee and a secured party under the laws of The Commonwealth of Massachusetts in addition to which the Lender shall have all of the following rights and remedies: (a) with or without taking possession,to collect the Receivables Collateral; (b) to take possession of all or a portion of the Collateral; (c) with or without taking possession of the Collateral,to sell,lease,or otherwise dispose of any or all of the Collateral in its then condition or following such preparation or processing as the Lender deems advisable; (d) with or without taking possession of the Collateral,and without assuming the obligations of the Borrower thereunder,to exercise the rights of the Borrower under,to use,or to benefit from any of the Contracts,Leases or Licenses; (e) with or without taking possession of the Collateral,and with or without bringing any action or proceeding,either directly,by agent,or by the appointment of a receiver,construct improvements on Mortgaged Premises of the same type and scope as presently and manage,lease, isublease,or operate the Collateral on such terms as the Lender,in its sole discretion,deems proper or appropriate; (f) to apply all or any portion of the Collateral,or the proceeds thereof,towards(but not necessarily in complete satisfaction of)the Liabilities; (g) to exercise the Statutory Power of Sale; (h) to foreclose any and all rights of the Borrower in and to the Collateral,whether by sale,entry,or in any other manner provided for hereunder or under Massachusetts General Laws;and (i) to elect,upon the discretion of the Lender,to treat any or all of the Leases as superior to the lien of this Mortgage. 7-2. Sale or Other Disposition of Collateral. Any sale or other disposition of the Collateral may be at public or private sale,to the extent such private sale is authorized under Massachusetts General Laws upon such terms and in such manner as the Lender deems advisable. The Lender may conduct any such sale or other disposition of the Collateral upon the Mortgaged Premises, in which event the Lender shall not be liable for any rent or charge for such use of the Mortgaged Premises. The Lender may purchase the Collateral,or any portion of it,at any sale held under this Article. With respect to any Collateral to be sold pursuant to the UCC,the Lender shall give the Borrower at least ten(10)days written notice of the date,time,and place of any proposed public sale,or such additional notice as may be required under Massachusetts General Laws and of the date after which any private sale or other disposition may be made. The Lender may sell any of the Personal Property as part of the Mortgaged Premises,or any portion or unit thereof,at the foreclosure sale or sales conducted pursuant hereto. The Borrower waives any right to require the marshalling of any of its assets in connection with any disposition conducted pursuant hereto. In the event all or part of the Collateral is included at any foreclosure sale conducted pursuant hereto,a single total price for the Collateral,or such part thereof as is sold,may be accepted by the Lender with no obligation to distinguish between the application of such proceeds amongst the property comprising the Collateral. If all or any portion of the Collateral is sold by the Lender,the Borrower shall pay to the Lender,on demand,an amount equal all Costs of Collection provided for herein. The obligation of the Borrower to pay such amounts shall be included in the Liabilities of the Borrower to the Lender and shall accrue interest at the highest rate of interest charged relative to any of the Liabilities. 7-3. Collection of Receivables Collateral. In connection with the exercise by the Lender of the rights and remedies provided herein and after an Event of Default: (a) The Lender may notify any of the Borrower's debtors relating to the Receivables Collateral,either in the name of the Lender or the Borrower,to make payment directly to the Lender or such other address as may be specified by the Lender,may advise any person of the Lender's interest in and to the Receivables Collateral,and may collect directly from the obligors thereon all amounts due on account of the Receivables Collateral; (b) At the Lender's request,the Borrower will provide written notification to any or all of said debtors concerting the Lender's interest in the Receivables Collateral and shall request that,following an Event of Default,such debtors forward payment thereof directly to the Lender; (c) The Borrower shall hold any proceeds and collections of any of the Receivables Collateral in trust for Lender and shall not commingle such proceeds or collections with any other funds of the Borrower;and (d) The Borrower shall deliver all such proceeds to the Lender immediately upon the receipt thereof by the Borrower in the identical form received,but duly endorsed or assigned on behalf of the Borrower to the Lender. 7-4. Use and Occupation of Mortgaged Premises. In connection with the Lender's exercise of the Lender's rights under this Article,the Lender may enter upon,occupy,and use all or any part of the Collateral and may exclude the Borrower from the Mortgaged Premises or portion thereof as may have been so entered upon,occupied,or used. The Lender shall not be required to remove any of the Collateral from the Mortgaged Premises upon the Lender's taking possession thereof,and may render any Collateral unusable to the Borrower. In the event the Lender manages the Mortgaged Premises in accordance with Section 7-1(e)herein,the Lender shall be entitled to deduct from the rents received therefrom a reasonable fee for the management thereof. Further,the Lender may construct such improvements on the Mortgaged Premises or make such alterations,renovations,repairs,and replacements to the Collateral as the Lender,in its reasonable discretion,deems proper or appropriate. The obligation of the Borrower to pay such amounts and all expenses reasonably incurred by the Lender in the exercise of its rights hereunder shall be included in the Liabilities of the Borrower to the Lender and shall accrue interest at the Default Rate set forth in the Note. 7-5. Partial Sales. The Borrower agrees that,in case the Lender in the exercise of the Statutory Power of Sale contained herein or in the exercise of any other rights hereunder given,elects to sell in parcels,said sales may be held from time to time and that the power shall not be exhausted or extinguished until all of the Collateral not previously released shall have been sold,notwithstanding that the proceeds of such sales exceed,or may exceed,the Liabilities then secured thereby. 7-6. Assembly of Collateral. Upon the occurrence of any Event of-Default,the Lender may require the Borrower to assemble the Personal Property and make it available to the Lender,at the Borrower'sole risk and expense,at a place or places which are reasonably convenient to both the Lender and Borrower. 7-7. Power of Attorney. Upon the occurrence of any Event of Default,the Borrower hereby irrevocably constitutes and appoints the Lender as the Borrower's true and lawful attorney,to take any action with respect to the Collateral to preserve,protect,or realize upon the Lender's interest therein,each at the sole risk,cost and expense of the Borrower,but for the sole benefit of the Lender. The rights and powers granted the Lender by the within appointment include,but are not limited to,the right and power to: (i)prosecute,defend,compromise,settle,or release any action relating to the Collateral;(ii)endorse the name of the Borrower in favor of the Lender upon any and all checks or other items constituting remittances or proceeds of Receivables Collateral;(iii)sign and endorse the name of the Borrower on,and to receive as secured party,any of the Collateral;(iv)sign and file or record on behalf of the Borrower any financing or other statement in order to perfect or protect the Lender's security interest;(v)enter into leases or subleases relative to all or a portion of the Mortgaged Premises;(vi)enter into any contracts or agreements relative to,and to take all action deemed necessary in connection with,the construction of any improvements on the Mortgaged Premises,(vii)exercise the rights of the Borrower under any,Contracts, Leases,Purchase and Sale Agreements or Licenses;and(viii)enter into Purchase and Sale Agreements for sale of a portion or portions of the Mortgaged Premises. The Lender shall not be obligated to perform any of such acts or to exercise any of such powers,but if the Lender elects so to perform or exercise,the Lender shall not be accountable for more than it actually receives as a result of such exercise of power,and shall not be responsible to the Borrower except for the Lender's willful misconduct,gross negligence or actual bad faith. All powers conferred upon the Lender by this Mortgage,being coupled with an interest,shall be irrevocable until terminated by a written instrument executed by a duly authorized officer of the Lender. 7-8. Riahts and Remedies. The rights,remedies,powers,privileges,and discretions of the Lender hereunder(hereinafter the Lender's Rights and Remedies),shall be cumulative and not exclusive of any rights or remedies which it would otherwise have. No delays or omissions by the Lender in exercising or enforcing any of the Lender's Rights and Remedies shall operate as or constitute a waiver thereof. No waiver by the Lender of any default hereunder or under any other agreement shall operate as a waiver of any other default hereunder or under any other agreement. No single or partial exercise of the Lender's Rights or Remedies,and no other agreement or transaction,of whatever nature entered into between the Lender and the Borrower at any time,whether before,during,or after the date hereof,preclude any other or further exercise of the Lender's Rights and Remedies. No waiver or modification on the Lender's part on any one occasion shall be deemed a waiver on any subsequent occasion,nor shall it be deemed a continuing waiver. All of the Lender's Rights and Remedies under this Agreement or any other agreement or transaction shall be cumulative,and not alternative or exclusive,and may be exercised by the Lender at such time or times and in such order of preference as the Lender in its sole discretion may determine. ARTICLE 8 NOTICE i All notices,demands and other communications made with respect to this Mortgage shall be made to the following addresses(each of which may be changed upon seven(7)days written notice to all others) given by hand,overnight mail service by Federal Express or another nationally recognized overnight delivery service for which a receipt for delivery is rendered,or certified or registered mail,return receipt requested If to the Lender: Rachid Benagour,Vice President Boston Private Bank and Trust Company 10 Post Office Square Medford,MA 02110 with a copy to: Bruce Miller,Esquire Aloisi&Aloisi 156 State Street Boston,MA 02109 If to the Borrower: Patricia R.Power 111 H Street South Boston,MA Any such notice shall be deemed received on the date on which the notice is delivered(or delivery is refused)by hand,by certified or registered mail,overnight delivery service to the address and to the individual provided above. Notices shall be deemed given,in the case of hand delivery,upon receipt,in the case of overnight delivery,on the next business day,and in the case of certified trail,within two(2) business days. ARTICLE 9 MISCELLANEOUS 9-1. Borrower. If the Borrower consists of more than one entity,all representations, covenants,warranties,defaults,rights,remedies,powers,privileges,and discretions shall be applicable to the entities or persons constituting the Borrower individually,jointly and severally. 9-2. Exhibits. Any and all Exhibits referred to herein shall be deemed annexed hereto prior to the execution hereof and specifically incorporated by reference herein. 9-3. Headings. All section headings included within this Mortgage shall be for reference only,and shall not limit or restrict,in any manner whatsoever,the breadth or nature of the provisions included within each subject section. 9-4. Successors and Assigns. In the event the ownership of the Collateral,or any part thereof, becomes vested in a person other than the Borrower,the Lender may,without notice to the Borrower,deal with such successor or successors in interest with reference to this Mortgage and the Liabilities in the same manner as with the Borrower,without in any way waiving the default occasioned by such transfer of ownership or in any way vitiating or discharging the Borrower's liability hereunder or upon the Liabilities, and no compromise,settlement,release or sale of the Collateral,no forbearance on the part of the Lender, and no alteration,amendment,cancellation,waiver or modification of any term or condition or extension of the time for payment of the Liabilities given by the Lender shall operate to discharge,modify,change or affect the original liability of the Borrower herein,either in whole or in part,notice of any action being waived. 9-5. Set-Off. Any and all deposits or other sums at any time credited by,or due to the Borrower from,the Lender or any of its banking or lending affiliates or any bank acting as a participant under any loan arrangement between the Lender and the Borrower,and any cash,escrow accounts, securities,instruments,or other property of the Borrower in the possession of the Lender,or any of its banking or lending affiliates,or any bank acting as a participant under any loan arrangement between the Lender and the Borrower,whether for safekeeping,or otherwise,or in transit to or from the Lender or any of its banking or lending affiliates or any such participant,or in the possession of any third party acting on the Lender's behalf(regardless of the reason the Lender had received same or whether the Lender has conditionally released the same)shall at all times constitute security for any and all Liabilities,and at any time may be applied or set off against such Liabilities as such Liabilities become due or whether or not other collateral is available to the Lender. 9-6. Application of Proceeds. The proceeds of any collection,sale,or disposition of the Collateral,or of any other payments received hereunder including insurance or condemnation payments, shall be applied toward the Liabilities in such order and manner as the Lender determines in its sole discretion,any statute,custom,or usage to the contrary notwithstanding and the balance,if any,shall be paid to Borrower. The Borrower shall remain liable to the Lender for any deficiency remaining following such application. 9-7. Waiver. Except if otherwise provided in the Loan Documents,the Borrower WAIVES notice of non-payment,demand,presentment,protest and all forms of demand and notice,both with respect to the Liabilities and the Collateral. 9-8. Responsibility of the Lender. The Lender shall not be liable for any loss sustained by the Borrower resulting from any action,omission,or failure to act by the Lender with respect to the exercise or enforcement of its rights under this Mortgage or its relationship with the Borrower unless such loss is caused by the willful misconduct,gross negligence,or actual bad faith of the Lender. This Agreement and the Lender's exercise of its rights hereunder shall not operate to place any responsibility upon the Lender for the control,care,management,or repair of the Collateral,nor shall it operate to place any responsibility upon the Lender to perform the obligations of the Borrower under any Lease,or Contract,or to make the Lender responsible or liable for any waste committed on the Mortgaged Premises,any damages or defective condition of the Mortgaged Premises,or any negligence in the management,upkeep,repair,or control of the Mortgaged Premises, in each case prior to transfer of the Mortgaged Premises by foreclosure or deed in lieu. 9-9. Indemnification. To the extent permitted by applicable law,the Borrower,jointly and severally if more than one,shall indemnify,defend,and hold the Lender harmless of and from any claim brought against the Lender by the Borrower,any guarantor or endorser of the Liabilities or any other person(as well as from attorneys'reasonable fees and expenses in connection therewith)on account of the Collateral or on account of the Lender's relationship with the Borrower(each of which may be defended, compromised,settled,or pursued by the Lender with counsel of the Lender's selection,but at the expense of the Borrower). Notwithstanding the foregoing,said indemnification of the Lender shall not apply to the gross negligence,willful misconduct and actual bad faith of the Lender. The Borrower,jointly and severally if more than one,further agrees to hold the Lender,its successors and assigns,harmless and indemnified from and against any and all losses,claims and damages(including without limitation reasonable attorneys fees and any other reasonable fees and expenses incurred in connection therewith) arising out of or in connection with the Disability Laws as they relate to the Mortgaged Premises,the agreements and representations herein set forth,and/or any claims for damages,injuries and/or death resulting from and/or in connection with any violation of the Disabilities Laws at the Mortgaged Premises. The within indemnifications shall survive payment of the Liabilities and/or any termination,release,or discharge executed by the Lender in favor of the Borrower. 9-10. Binding,on Successors. This Agreement shall be binding upon the Borrower and the Borrower's heirs,executors,administrators,representatives,successors,and assigns and shall inure to the benefit of the Lender and the Lender's successors,assigns and participants. This provision shall not in any way be deemed to be a waiver by the Lender of any Event of Default provided for herein. 9-11. Severability. Any determination that any provision of this Mortgage or any application thereof is invalid,illegal,or unenforceable in any respect in any instance shall not affect the validity, legality,and enforceability of such provision in any other instance,nor the validity,legality,or enforceability of any other provision of this Mortgage. 9-12. Modification. (a)This Mortgage and all other instruments executed in connection herewith incorporate all discussions and negotiations between the Borrower and the Lender concerning the matters included herein and in such other instruments. No such discussions or negotiations shall limit,modify,or otherwise affect the provisions hereof. No modification,amendment,or waiver of any provision of this Agreement,or of any provisions of any other agreement between the Borrower and the Lender,shall be effective unless executed in writing by the party to be charged with such modification,amendment,or waiver,and if such party be the Lender,then by a duly authorized officer thereof. (b) The Borrower may take any action herein prohibited,or omit to perform any act required to be performed by it,if the Borrower shall obtain the prior written consent by a duly authorized officer of the Lender for each such action or omission. 9-13. Payment of Costs. The Borrower shall pay on demand all Costs of Collection and all expenses of the Lender including,without limitation,reasonable attorneys'fees and disbursements,and all expenses which the Lender may hereafter incur in connection with the collection of the Liabilities or the protection or enforcement of any of the Lender's rights against the Borrower,any Collateral,and any guarantor or endorser of the Liabilities. The Borrower authorizes the Lender to pay all such expenses and the Borrower agree to reimburse the Lender upon demand therefor. 9-14. Governing Law. This Mortgage and all rights and obligations hereunder,including matters of construction,validity and performance,shall be governed by the laws of The Commonwealth of Massachusetts. Moreover,the Borrower submits itself to the jurisdiction of the courts of The Commonwealth of Massachusetts for all purposes with respect to this Mortgage and the Borrower's relationship with the Lender. 9-15. Termination. This Mortgage shall remain in full force and effect until specifically discharged in writing by a duly authorized officer of the Lender. Upon payment of the Liabilities or as otherwise provided in the Note,Lender shall provide Borrower with such discharge in recordable form. 9-16. SRecifrc Performance. The failure by the Borrower to perform any of the Borrower's obligations hereunder will result in irreparable harm to the Lender for which the Lender shall have no adequate remedy at law. Consequently,the Borrower agree that such obligations are and shall be specifically enforceable by the Lender. 9-17. Intent. It is intended that: (a) this Mortgage take effect as a sealed instrument; (b) all reasonable costs and expenses incurred by the Lender in connection with the Lender's relationship(s)with the Borrower shall be borne by the Borrower;and (c) the interests created by this Mortgage secure all of the Liabilities of the Borrower to the Lender,whether now existing or hereafter arising. 9-18. Receipt of Cony. The Borrower acknowledges having received a copy of this Mortgage. 9-19. Reference. This instrument may be referred to herein as the"Mortgage,""Mortgage and Security Agreement","Security Agreement,"or"Agreement,"but no such reference shall limit the effectiveness hereof. 9-20. Estoppel Certificate. Within ten(10)days after any request by either party,the other will furnish a duly acknowledged estoppel certificate stating the amount of the debt secured by this Mortgage, either that no offsets or defenses exist against the indebtedness secured by this Mortgage or if such offsets or defenses are alleged to exist the nature and extent thereof,and such other matters concerning any obligor or the Mortgaged Premises as the party may reasonably request. 9-21. Assignment,Participation. The Lender may participate with other lenders and/or may transfer and assign all or a portion of the Loan and its rights under this Agreement and under any other agreements and instruments referred to herein. In the event that the Lender assigns or transfers rights under this Agreement,such assignee shall thereupon succeed to and become vested with all rights,powers, privileges and duties of the Lender hereunder,and the Lender,to the extent of such assignment,shall thereupon be discharged and relieved from its future duties and obligations hereunder. No such transfer or assignment shall affect or limit the rights and obligations of the Borrower set forth herein or in the Loan Documents. The Lender may disclose to any actual or prospective transferee or assignee all information in the Lender's possession regarding the Loan,the Borrower,the Guarantor and the Mortgaged Premises. The Borrower may not assign its rights or delegate its duties hereunder. IN WITNESS WHEREOF,the Borrower have executed this Mortgage as a sealed instrument on the date first above written. I Patricia R. Power COMMONWEALTH OF MASSACHUSETTS SUFFOLK,SS December 6,2007 On this sixth day of December, 2007, before me, the undersigned notary public, personally appeared Patricia R. Power proved to me through satisfactory evidence of identification, which was a MA DL to be the person whose name is signed in the preceding or a ched document,and acknowledged to me that she signed it voluntarily for its stated purposes Notary Public My commission expires: I i i i "EXEIE1T A" i Leal Description ALL THAT PARCEL OF LAND IN COUNTY OF BARNSTABLE, COMMONWEALTH OF MASSACHUSETTS AS MORE FULLY DESCRIBED IN DOCUMENT 594603 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: NORTHEASTERLY BY WIANNO AVENUE, ONE HUNDRED TWENTY-FIVE (125) FEET; j SOUTHEASTERLY AND EASTERLY BY LOT B-3 (PLAN 1818-D� ONE HUNDRED SEVENTY-SEVEN AND 53/100(177.53)FEET; SOUTHWBSTBRLY BY A PORTION OF LOT 36 (PLAN 7685-M), ONE HUNDRED THIRTY-SIX AND 52/100(136.52)FEET;AND i NORTHWESTERLY BY LOT 39,ONE HUNDRED SEVENTY-FIVE(175)FEET. ALL OF SAID BOUNDARIES ARE DETERMINED By THE COURT TO BE LOCATED AS SHOWN ON SUBDMSION PLAN 7685-0 DATED DECEMBEIt 24, 1956, DRAWN BY T.H. STEGMAIER, C.E., AND FILED IN THE LAND REGISTRATION OFFICE AT BOSTON, A COPY OF WHICH IS FILED IN BARNSTABLE COUNTY REGISTRY OF i DEEDS IN LAND REGISTRATION BOOR ISO,PAGE 70 WITH CERTIFICATE OF TITLE ! NO.20130 AND SAID LAND IS SHOWN THEREON AS LOT 40. SAID LAND IS SUBJECT TO A TAKING OF WIANNO AVENUE BY THE TOWN OF ' BARNSTABLE,DATED MARCH 26, 1941,BEING DOCUMENT NO. 12923. BEING THE SAME PROPERTY CONVEYED TO PATRICIA R. POWER BY DEED FROM MICHAEL E. TIERNEY, BEING THE TRUSTEE OF THE TU RNEY FAMILY TRUST DATED MARCH 16, 1987, DOCUMENT NUMBER 594603 RECORDED 09/30/1993 AS DOCUNIFNT 594603 IN THE REGISTRY OF DEEDS PLAN FOR BARNSTABLE COUNTY,MASSACHUSETTS. i C ir= /31,a 6 BARNSTABLE REGISTRY OF DEEDS I Doc=1s050s826 12-05-2006 11:31 BARNSTABLE LAND COURT REGISTRY Loan No: 125927 Data ID: 811 Borrower: PATRICIA R. POWER Electronic Closing Service Return dba a-Title RK, INC. 290 Bilmar Dr Pittsburgh,PA 15205 [Spaos Above This line For Recording Data] MORTGAGE MIN: 100105504012592708 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 189 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A)"Security Instrument"means this document, which is dated June 26,2006, together with all Riders to this document. (B) "Borrower" is PATRICIA R. POWER Borrower is the mortgagor under this Security Instrument. (C) "MERS"is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for lender and Lender's successors and assigns. MERS is the mortgagee under this Security Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. (D) "Lender"is HOMECOMINGS FINANCIAL NETWORK, INC.. Lender is A CORPORATION organized and existing under the laws of the State of DELAWARE. Lender's address is 2711 NORTH HASKELL AVENUE, SUITE 1000, DALLAS, TEXAS 75204. (E)"Note"means the promissory note signed by Borrower and dated June 26,2006. The Note states that Borrower owes Lender FOUR HUNDRED THOUSAND and NO/100.....Dollars(U.S.$400,000.00) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than July 1, 2021, (F) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (H) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable]: ❑ Adjustable Rate Rider ❑ Condominium Rider ® Second Home Rider ❑ Balloon Rider ❑ Planned Unit Development Rider ❑ 1-4 Family Rider ❑ Biweekly Payment Rider ❑ Other(s) [specify] (I) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions. Property Address: 451 Wanno Ave, Osterville, MA 02655 MASSACHUSEM-Singto Family-Fannle Mae/Freddle Mao UNIFORM INSTRUMENT Form 3022 1/01 (Page r of rr Pages) 11111 IN 11111111111111111111111111111111111111111111 .o ld Loan No: 125927 Data ID: 811 (J)"Community Association Dues,Fees,and Assessments"means all dues, fees,assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (K) "Electronic Funds Transfer"means any transfer of funds, other than a transaction originated by check,draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to,pointof sale transfers, automated teller machine transactions, transfers initiated by telephone,wire transfers,and automated clearinghouse transfers. (L)"Escrow Items" means those items that are described in Section 3. (M)"Miscellaneous Proceeds"means any compensation, settlement, award of damages,or proceeds paid b any third party(other than insurance proceeds paid under the coverages described in Section 5) for: (i� damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of,or omissions as to, the value and/or condition of the Property. (N)"Mortgage Insurance"means insurance protecting Lender against the nonpayment of,or default on, the Loan. (0)"Periodic Payment"means the regularly scheduled amount due for(i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. §2601 et seq.) and its implementing regulation, Regulation X(24 C.F.R. Part 3500), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a"federally related mortgage loan"even if the Loan does not qualify as a"federally related mortgage loan" under RESPA. (Q)"Successor in Interest of Borrower"means any party that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY This Security Instrument secures to Lender: (i) the repayment of the Loan,and all renewals, extensions and modifications of the Note; and(ii) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower does hereby mortgage, grant and convey to MERS (solely as nominee for Lender and Lender's successors and assigns) and to the successors and assigns of MERS, with power of sale, the following described property located in the County of BARNSTABLE: See Exhibit A attached which currently has the address of 451 WIANNO AVENUE, ' � Q$TERVIL.LE, MASSACHUSETTS Iso-eetl Q2 555 ("Property Address"): MASSACHUSETTS•Single Family•Fannie MAW/Freddie Mae UNIFORM INSTRUMENT Form 3022 1/01 (Page 2 o1 11 Peges) Loan No: 125927 Data ID: 811 TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fnnures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but,if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to mortgage, grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of,and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S, currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender: (a)cash;(b) money order; (c)certified check,bank check,treasurer's check or cashier's check,provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current,without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument. 2. Application or Payments or Proceeds. Except as otherwise described in this Section 2, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the.Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due,the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. MASSACHUSETTS•Single Family-Fannie Mae/Freddie Mae UNIFORM INSTRUMENT Form 3M 1/01 (Page 3 of t r Pages) Loan No: 125927 Data ID: 811 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full,a sum (the "Funds") to provide for payment of amounts due for, (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any,or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues,Fees,and Assessments, if any,be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. if there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any,and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any Gen which has priority over this Security Instrument unless Borrower: (a)agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the Gen in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to alien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan. MASSACHUSEM-Single Famiy,•Fannie Mae/Freddie Mae UNIFORM INSTRUMENT Form 30M 1/01 (Page 4 of 11 Pages) Loan No: 125927 Data ID: 811 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term"cxteaded coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a)a one-time charge for flood zone determination, certification and tracking services; or(b)a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrowers equity in the Property, or the contents of the Property, against arty risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due,with the excess, if any,paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. MASSACHUSETTS-Single Family-Fannte Mea/Fnddle Mac UNIFORM INSTRUMENT Form W22 1101 (Page 5 of r r Pages) Loan No: 175927 Data ID: 811 7. Preservation, Maintenance and Protection of the Property;Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause,Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. & Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to,representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9, Protection of Lender's Interest In the Property and Rights Under this Security Instrument. If(a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of alien which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can include, but are not limited to:(a) paying any sums secured by a lien which has priority over this Security Instrument, (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or of. Although Lender may take action under this Section 9,Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10, Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect,at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender-the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage(in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. if Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect,or to provide a non-refundable loss reserve,until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. MASSACHUSMS.Single Family-Fanny Mae/Freddie Mae UNIFORM INSTRUMENT Form 3022 1/01 (Page 6 of 11 Pages) i l vai`� V-N G Daniel E. Braman; P.E 189 Harbor P oini Rd- Q 11 I Cummaquid. 1tMA, _02637-0.i61 ' t hl o o-t AS �� tS.�=��-t� j2-cam S �'� ► 2�o d� 4.-11 5. Co.00 tL,ID e ►yz, �' to .o c �'�S� � ��-t,s fit-• Z 2.0 s . L.L; A-O o���e...�2o-csjDl.�2� es. •, LPL.��-o s -CR.t Pv- C,o,A-.6� ..�, 331Z �..od 2S t5 Of e c.h� o.P- t 5 �O 4.�5 Gam' BRAMAN' O vU y r` RA�jSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Tierney, Osterville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X18 Fy = 36. 0 ksi Total Beam Length (ft) = 10. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 018 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 10. 00 0. 660 0. 660 0. 000 0 . 000 1. 360 1. 360 SHEAR: Max V (kips) = 10 . 19 fv (ksi) = 5. 44 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 25. 5 5. 0 0. 0 1. 00 20. 11 24 . 00 20. 11 24 . 00 Controlling 25. 5 5. 0 0. 0 1 . 00 20 . 11 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 39 3 . 39 Max + LL reaction 6. 80 6. 80 Max + total reaction 10 . 19 10 . 19 DEFLECTIONS: Dead load (in) at 5. 00 ft = -0. 085 L/D = 1412 Live load (in) at 5. 00 ft = -0. 170 L/D = 704 Total load (in) at 5. 00 ft = -0 . 255 L/D = 470 DEC/26/2007/WED 05: 30 PM 0-0-MM WATER DEPT. FAX No, P, 002 Centerville-Osterville-Maxstons ;Mills; r;f BARNST BLE Water Department . P.O.BOX 369-11.38 MAIN STREET- I DEC 27 AM 8: 03 OSTERVMLE,MASSA.CHUSETTS 02 90 . fs OFFICE OF 4 BOARD OF WATER COMMISSIONERS --- [36tr1�I ..i� ��WATER WATER SUMINTEND1 E T TEL No.508-42"69I S�1DNs FAX No.508-428-3508 December 26, 2007 Town of Barnstable Building Dept. 367 Main Street Hyannis, MA 02601 Re: Account#2120 Patricia Power 451 Wianno Avenue Osterville,MA Gentlemen: On Wednesday, December 26, 2007 we disconnected the water service at the 'water main for the property mentioned above. It is our understanding that the house will be demolished, re-built in the future and will have a new water service installed at a later date. If you have any questions,please call our office at 508-428-6691. Very truly yours, Crai rocker - - --- --------------------------.S..0 r�tendeztt. ------ ------------ - -- - --- -- CC/jw I�TI- I i ► !i I i i � i ''! I I ! 1 i ! i �— ' �I I_i � I Zid- A -A' ............... LL nA -M J G C. -.6 40 7 1 CM16 kcz. -A—s— OF -DAN STRU N3 - ----------- a RAMSBEAM V2 . 0 - Gravity Beam Design Licensed ,to: Dan Braman, P. E. Job:, Tierney, Res .• Os.terville, MA Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X24 Fy = 36. 0 ksi Total Beam Length (ft) = 14 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 024 _ k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 14 . 00 0. 660 0. 660 0. 000 0. 000 0. 960 0. 960 SHEAR: Max V (kips) = 11 . 51 fv (ksi) = 5. 92 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 40. 3 7 . 0 0. 0 1 . 00 23. 13 24 . 00 23. 13 24 . 00 Controlling 40 . 3 7 . 0 0 . 0 1 . 00 23. 13 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 79 4 . 79 Max + LL reaction 6. 72 6. 72 Max + total reaction 11. 51 11. 51 DEFLECTIONS: Dead load (in) at 7 . 00 ft = -0. 246 L/D = 682 Live load (in) at 7 . 00 ft = -0 . 346 L/D = 486 Total load (in) at 7 . 00 ft = -0. 592 L/D = 284 e Q Daniel E. Braman, P.E. 189 Harbor Point Rd 0 C-- Cummaquid, MA 02637-0361 45 t W +JL Lt tii► o , E � . �` tic c.,� �_�--- t•�• d 8 40C u s Q.aaa-{-V.1,. t5 •l �L• -44) W TIe.6�S• C�O�-1� 2.��"2- ; 12;�v � 1' �,r.,s�s s �.00 t---� bc- �- any %AeC�cb% is lococ�s dcr- c�.�vu�u�s�ocns c ,t- car -;krd rn NAM"its ZIUI V G. V - via V 1 i.y ycuui ►rcoiy.• r,Licensed to: Dan Braman, P.E. Job. : ,Tierney, Wianno Av. Osterville Steel Code: AISC 9th Ed.. SPAN INFORMATION: Beam Size (User Selected) = W12X26 Fy = 36.0 ksi Total Beam Length (ft) = 22. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DU DL2 Pre DU Pre DL2 LL1 LL2 0. 00 22. 00 0. 188 0. 188 0. 000 0. 000 0. 500 0. 500 SHEAR: Max V (kips) = 7 . 85 fv (ksi). = 2. 79 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 43.2 11. 0 0. 0 1.00 15. 52 24 . 00 15.52 24 . 00 Controlling 43.2 11.0 0.0 1.00 15. 52 24. 00 --- --- REACTIONS (kips) : Left Right DL reaction 2. 35 2 . 35 Max + LL reaction 5. 50 5. 50 Max + total reaction 7 . 85 7 . 85 DEFLECTIONS: Dead load (in) at 11. 00 ft = -0.191 L/D = 1384 Live load (in) at 11.00 ft = -0.445 L/D = 593 Total load (in) at 11. 00 ft = -0. 636 L/D = 415 1'i/'�.A -�-.rr�.•.r'lY'.Y�'. J"'V.Y-. _ w .L .- • � ` .. tP.."' ._ — r o _ y ., �_+ tNE ip Town of Barnstable BARNSTABLE. • Regulatory Services MASS. g t639• Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 $ Inspection Correction Notice Type of Inspection Location 9s, 1.-I2..-A-nPN 0 Ay lg-z Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. e following items need.correcting: y &11,4S4r-V Snit't Ar CI.ard f-a, iA�r�i` h� /ASS -A4..,. 1� J r SAC-" I ►v�Stal�'lTaa.. 1 n DaSPMC'e� l S ,��0�/ ' V � J 4 k:As �1's��' �vN bGS en►eir j-h- : I , 'i nCi e ky v A l l -000'r- Cra4-es hed 4n ;A Akr e ACID- V{II y bS'7L, ��rrs v�a►1Vs i A Cow.aqle I Please call: 508--862-4038 for re-inspection. Inspected by Date l�'G/I U/ 80iSE- Double 1-3/4" x 9-1/2" VERSA-LAKE) 2.0 3100 SP Floor BeamlLeve!_31D1 BC CALCb 9.5 Design Report- US 1 span No cantilevers 0/12 slope Build 91 ! Saturday, January 12, 2008 01:30 Job Name: SWP File Name: SWP321-Tiemey(Rev3).BCC Address: Description:Level_31D1 City State, Zip: , Specifier: DPM m O r, Q Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Warren Trask Misc: - . ^k�,,y,-�»` '{e .ht-' t �s � - :x A� ,-�'',�o=:i�� '_.t...5u�'+�:- ' •1'I l '�p i�'r '- t to.. VM3'.r+C:•..''{:1r•,t.;�4s:'•- `l•.:._3f'i S _� v :e �.. 1� -� + !� u S k._u•'L�i_' t_�' •,• ,a"".�!: , "�? � Su �f xi:.. �,�.,J�i!• .1_: � a: d.-n,'.t i! rtr:. 6 ":i: •TA+"yy &'-,�'P'• +� F t' Ft"i " s"tz I'Li•.._>.•r i ,F' Y,r..kL .?!•l:E�''' 03-08-04 " BO LL 369 lbs 131 DL 559 lbs LL 369 lbs SL 567 lbs DL 559 lbs SL 567 lbs Total of Horizontal Design Spans=03-08-04 Load Summary Live Dead Snow Wind Roof Live Tafq Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tnb. 1 Standard Load Unf.Area (psf) Left 00-00-00 03-08-04 20 10 10-00-00 2 Unf. Lin- (pig Left 00-00-00 03-08-04 0 40 3 Unf_Area (psf) Left 00-00-00 03-08-04 15 30 n/ 10-03-00 0 Load Disclosure controls Summary Value %Allowable Duration Case San Location Completeness and accuracy of input must "os. Moment 1377 ft-lbs 8.6/0 115% 2 1 - Internal be verified by anyone who would rely on =nd Shear 802 lbs 11.0% 115% 2 1 -Left output as evidence of suitability for total Load Defl. L/6566 (0.007") 3.7% 2 1 particular application. Output here based _ive Load Defl. L/10488(0:004'1 3.4% 2 1 on building code-accepted design 2 1 flax Deft. 0.007" p,7% properties and analysis methods. Aax /Depth 4.7 7%n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable 40tes building codes.To obtain Installation Guide )esign meets Code minimum(L/240)Total load deflection criteria. or ask questions,please call )esign meets Code minimum(L/360) Live load deflection criteria. (888)234-0056 before installation. )esign meets arbitrary (1") Maximum load deflection criteria. BC CALCS, BC FRAMER®,AJSTM, Ainimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDT",SCIS, Ainimum bearing length for 81 is 1-1/2". BOISE GLULAM''M,SIMPLE FRAMING :ntere&Displayed IIorizvneldl Spat Lci3VIIi(s)—Clew Span* 112 min. end bearing+ CVCTCM®,VC-R3A-LAM8,VERSA-RINI /2 intermediate bearing PLUSO,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, :onnection Diagram L.L.C. 7;b l-- d - a -tH OF S D.S •....1 . O �,' STRLCTU as O � t>7 V N0.3.351 minimum= 2" c=5-1/2" BOSTDAJ minimum= 3" d= 12" ,o MASS. ember has no side loads. onnectors are: 16d Common Nails a� age 1 of 1 so®s�� , Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D2 BC 6ALCO,9.5 Desf�gn Report-US 1 span No cantilevers 0/12 slope Build 91Saturday,January 12,2008 01:35 Job Name: SWP File Name: SWP321-Tierney(Rev3).BCC 4ddress: Description: Level 302 ;ity, State,Zip: , Specifier: DPM— :ustomer: Shepley Wood Products Designer: 'Ode reports: ESR-1040 Company: Warren Trask Misc: flip._. 1 xs : r y �V°i� r-,.. •�• '�' d• I P• �>�.?"1�`i�� - - ! •'i;.::''f !. _ �,_ !;i', . -.s� ••�: k: ..,•� �•u, n�:..; _ �� 1 t�r_aJ ?'� �:x...3r3'u��Jl;'-�+ ••:: ,:ial: s e s� .� �.�-'�i c.1 _4k- -. �::� -:+�;i..`~1� ;;.a .'oij.:.=:ti'•Q�,°.`'=:51�'r.:,;q ..irti.tl:r^�-a• •ns^.=?rc:. wr��•�;.,.:� • �` . :,; - i� :�• - c � � •r��'�::�_.�, .::.�.�t '< �:� : R�. � r J''"��'..-i: !{. !: ��`�Ir;:,.= . •�"l=�b�<!'i !�:l;e.-'.�".s�.,�'.; ��;�?._,.� _..�.,y. ....::ti,- r �'• w :�� •..._- - , : ..•• •F:•aax�-l..n��';Y ,=:�.'�.• .;�ym::.;;':�_m.,,,ff,'���_s..lt:'-.,��,-t.-i�x�l�,;! �,;_�, a�..;�f ;}rt y.t� 1,...,,,..,�k,��tI'i -r..."F=":�..r.`'..i: Y.. �__l�i .;,�x���-t.. 'ul .� +'li.,l�R,w.n� u>•i� .,��, t ur ,���rj•:...a.,�,,..sa, 41: :i 2=.e::t�lr�+ 4::�i,. d ij�`f�I•.I'- n���. :... '°'�.:�•�r:�en'��..`,. : ...Iti�a. "5..��i a-�n;F„ :y.,� k G: �:-"-� K:.�! l i r�:• sP'l� ;��';'i� - .��i"_..�:,g'�•ra, �.. . hir;nS� �� :• �rarrr. �`� i l;,e,� l�..;...:`:: 21-06.08 so LL 333 lbs B1 DL 363 lbs LL 611 lbs SL 70 lbs DL 785 lbs SL 497 lbs Total of Horizontal Design Spans=21-06-08 .oad Summary Live Dead Snow Wlnd Roof Live ag Descrl tion Load Type Ref. Start End 100% 90% 115% 133% 125% Trib Standard Load Unf.Area (psf) Left 00-00-00 21-06-08 20 10 01-04-00 Reaction from Level_31D1 at•.. Conc. Pt. (lbs) Right 02-07-12 02-07-12 369 559 567 n/a Load DISClosure :ontrols Sumrria Value %Allowable Duration Case San Location Completeness and accuracy of input must Ps. Moment 5424 ft-Ibs 22.5/0 115% 2 1 - Internal be verified by anyone who would rely on nd Shear -1847 lbs 16.9% 115% 2 1 -Right output as evidence of suitability for otal Load pefl. U424(0.61") 56.7% 2 1 particular application.Output here based ve Load Defl. U769 (0.336") 46.8% 2 1 on building code-accepted design ax Defl. 0.61" 61.0% 2 1 properties and analysis methods. pan/Depth 0.61 n 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable otes building codes.To obtain Installation Guide esign meets Code minimum (U240)Total load deflection criteria. or ask questions,please call esign meets Code minimum (U360)Live load deflection criteria. (888)234-0056 before installation. esign meets arbitrary(1") Maximum load deflection criteria. SC CALCO,BC FRAMERO,AJSTM, inimum bearing length for B0 is 1-1/2". ALLJOIST®,BC RIM BOARD- BCl®, inimum bearing length for B1 is 1-1/2". BOISE GLULAMTM SIMPLE FRAMING itered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 2 intermediate bearing PLUS®,VERSA-RIMO, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, onnection Diagram L.L.C. c V1 OF ilinimum=2" c=4-1/2" g� s�tiC31J1tAL ds ninimum= 3" d = 12" U NO.38951 e minimum=3" BOSTON 3 nnection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, :ase consult a technical representative or professional of Record. iling schedule applies to both sides of the member. amber has no side loads, ncentrated loads are not considered in side load analysis. nnectors are: 16d Common Nails ge 1 of 1 a 80181E" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Bea _ BC CALCC�9.5 Design Report-US ' 1 span No cantilevers i 0/12 slope m�Level 31D3 Build 91 Saturday, January 12, 2008 01:37 Job Name: SWP File Name: SWP321-Tierney(Rev3).BCC 4ddress: Description: Level 31D3 amity, State,Zip: Specifier: DPM` 'customer: Shepley Wood Products Designer: an Warren Trask :ode reports: ESR-1040 p y Misc: ,��fk :•�U I tY .. . D :. Y lM., •4:.�•:. + }I TY�jt•. Yi •>�... ;tV.:✓,i -�� i'. silj}j-. ..�M:. ,p ,, i rr ,i% -U�in}t� l~:i '11 S�f.^.F..:.a +4�'°� } i '"i• ze.. u, i r ��• -.L... .. �,ca t u' Pt d. ! tii° l t�a: '� •: 'u% i,;•'I •• ii6 JIM 5 i•f71.05-11-08 tea` `1`tn. i. tFK!tr.�a''^..•:-'R rf:: Fv=.t.•_:'u,mi��:�t�7 i�,'! E'mu B0 LL 491 Ibs 81 DL 274 Ibs LL 491 Ibs DL 274 Ibs Total of Horizontal Design Spans=05-11-08 ,oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. Standard Load Unf.Area(psf) Left 00-00-00 05-11-08 20 10 08-03-00 Load Disclosure ontrols Summary value %Allowable Duration Case San Location Completeness and accuracy of input must os: Moment 1139 ft-Ibs 8.2/0 100% 1 1 -Internal be verified by anyone who would rely on nd Shear 546 lbs 6.6% 100% 1 1 -Left output as evidence of suitability for otal Load Defi. U4913 (0.015") 4.9% 1 1 particular application.Output here based ve Load Defy. L 7648(0.009") 4.7% 1 1 on building code-accepted design ax Defi. 0.015" 1.5% 1 1 properties and analysis methods. pan/Depth .5 5%n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Otes building codes.To obtain Installation Guide esign meets Code minimum (U240)Total load deflection criteria. or ask questions,please call asign meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. :sign meets arbitrary(1") Maximum load deflection criteria. BC CALC®, BC FRAMER@,AJST"', inimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARD-,BCI®, inimum bearing length for B1 is 1-1/2". BOISE GLULAMTM, SIMPLE FRAMING itered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 2 intermediate bearing PLUSO,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, �nneCtion Diagram L.L.C. c Sr OF' � e-t �t+. us ninimum =2" c= 5-1/2" U STRWITnU L NO.36051 ninimum= 3" d = 12" BO,ST'ON t4 tuber has no side loads. o i nnectors are.16d Common Nails ge1of1 a Triple 1-3/4" x 9-1/2" VERSA-LAND 2.0 3100 SP Floor Beam\Level_31D4 BC CALC4 9.5 Design Report-US ' Build 91 1 span No cantilevers 1 0/12 slope Saturday, January 12, 2008 01:38 1 Job Name: SWP File Name: SWP321-Tiemey(Rev3).BCC Address: Description: Levei_304 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer: Company: Warren Trask Code reports.- ESR-1040 Misc: L7W. - nS�r�."x,;�2S.rr�d'S ;•i.I S`e'' :. "' Rl ` IS,I '. plax S. r:l�5.11;In�-'4'•II ",Ixl+'�fT,��,Ld;�-'¢ -i'1;�•v!'—"•E''?. c'•S4f,,` IH;,A',-j•�, 4.�i.:��Y.SSJ:^S•,.'dGa.} iL:!iL._ '11'���a��' -- r�s'_px...flL.•�?T :{._ - ::.�cl��,.;;.,rff:isc^a�h u.:xiitlsl:_'!-' J'sl�li ��i..Slar�z7�!1,��5'•i{::,�i i'x`,.,'e:. i5=3 22-00-00 1:�:••^c.-�S! �:r3u in7s._� .,S�h;.�:* �°�`�t+ 130 LL 707 Ibs B1 DL 529 Ibs LL 420 Ibs DL 372 lbs Total of Horizontal Design Spans=22-00-00 _oad Summary Live Dead Snow Wind Roof Live rag Descri tlon Load Type Ref Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area(psf) Left 00-00-00 22-00-00 20 10 01-04-00 Reaction from Level_303 at ... Conc. Pt. (Ibs) Left 05-05-04 05-05-04 491 274 n/a I Conc. Pt. (Ibs) Left 02-05-12 02-05-12 50 25 n/a Load Disclosure ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must os. Moment 5803 ft-Ibs 27.7/0 100% 1 1 - Internal be verified by anyone who would rely on :nd Shear 1190 Ibs 12.6% 100% 1 1 -Left output as evidence of suitability for otal Load Defl. U400(0,661") 60.0% 1 1 particular application.Output here based .ive Load Defl. U717(0.368") 50.2% 1 1 on building code-accepted design rtax Defl. 0.661" 66.1% 1 1 properties and analysis methods. Installation of BOISE engineered wood ;pan/Depth 27.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable dotes building codes.To obtain installation Guide )esign meets Code minimum(U240)Total load deflection criteria. or ask questions, please call )esign meets Code minimum(U360) Live load deflection criteria, (888)234-0056 before installation. )esign meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS—, Ilinimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARD-,BCI®, linimum bearing length for B1 is 1-1/2". BOISE GLULAMTm, SIMPLE FRAMING :ntered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing + SYSTEM®,VERSA-LAM®,VERSA-RIM /2 intermediate bearing PLUS®,VERSA-RIM®,VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products, ,Onnection Diagram L.L.C. i-1 b _..d ....� 1k4OF _ ya .D.Sri S7Ruc1� t ;r No.30951 minimum=2" c=. /2"4-1 BOSTON minimum= 3" d= 12" Mt15S. e minimum=3" 'O onnectlon design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ease aeneult a tealinleal mpreseMative sr prafesslanal of neaard. ailing schedule applies to both sides of the member. ember has no side loads. oricentrated loads are not considered in side load analysis. l awnsatara A.Z. IOJ 0.m•...,.•.IJ..:I•. +r Ib j age 1 of 1 w �����- • Double 1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP Floor BeamlLevel_31D5 BC CALC@ 9.5 Design Report-US ' 2 spans I Right cantilever 0/12 slope Build 91 ISaturday. January 12, 2008 01:39 Job Name: SWP File Name: SWP321-Tierney(Rev3).BCC Address: Description:Level_305 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer Company: Warren Trask Code reports: ESR-1040 Misc: r t:••` n' ;�b�. � �r:._• u ,?,npr ;,r!: _7 t I I OEM}y�!:g.:..f� F1 y,::• .,r+., .. .. . .. '-'•" }'2: •- 1.13ii�• il'�:tr--' • MIN, �;-r...Lku,.xiwn u.RE�.q' •ua y.S r..- r•' � ..'rS...ri L'F a. ;.. _ i-nj�`li..:^Ynn l._r' y �V•`r ,�,I�"ttr .y�Y• 5, .'i'rCna"�( }' ' ' •.•i "nor�n.,..r.. ' >;!Fr ••s .l'.tF�•'y { g r'r•• it n t&!! !+r � '�- ~-:, fr1 ' � r�• U kv:a}i SG`�aB nE . . } , WP}u r.,.r t ' r!": - �' u,d:: ,k'.'-nua ,.e k H�n ....rs ._•.Wc`.—Z..., r_.�if 1s:'.S^SuuF? Bo B1 01-M-00 LL 185 Ibs LL 186 Ibs DL 212 Ibs DL 533 Ibs SL 225 Ibs SL 830 lbs Total of Horizontal Design Spans=03-05-03 Load Summary Live Dead Snow Wind Roof Live rag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tnb. I Standard Load Unf. Area (pso Left 00-00-00 03-05-03 15 30 10-03-00 Unf.Area (pso Left 00-00-00 02-02-03 20 10 08-06-00 Load Disclosure lontrols Summary value %Allowable Duration Case Span Location Completeness and accuracy of Input must Dos. Moment 267 ft-Ibs 1.7/0 115% 13 1 - Internal be verified by anyone who would rely on qeg. Moment -368 ft-Ibs 2.3% 115% 15 2- Left output as evidence of suitability for End Shear 40 Ibs 0.6% 100% 1 1 -Left particular application.Output here based ;ont. Shear, 280 Ibs 3.9% 115% 2 1 -Right on building code-accepted design otal Load Deft. 2xU49052 (0.001") 0.4% 15 2-Cantilever properties and analysis methods. Jve Load Defl. 2xU59630(0.001") 0.4% 15 2-Cantilever Installation of B engineered wood products must bee in accordance with Aax Defl. 0.001" n/a 15 2-Cantilever current Installation Guide and applicable 'pan/Depth 2.8 n/a 0 1 building codes.To obtain Installation Guide or ask questions,please call totes (888)234-0056 before installation. )esign meets Code minimum(2xL1180)Total load deflection criteria. BC CALCV,BC FRAMER®,AJS'f-, )esign meets Code minimum (2xU240) Live load deflection criteria. ALLJOISTO, BC RIM BOARDTM,BCIS, )esign meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAMTS^,SIMPLE FRAMING 4inimum bearing length for BO is 1-1/2". SYSTEM®,VERSA-LAM®,VERSA-RIM ilinPmum bearing length for 81 is 3". PLUS®,VERSA-RIM®, :ntered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ VERSA-STRAND®,VERSA-STUDs,are trademarks of Boise Wood Products, /2 intermediate bearing L.L.C. :onnection Diagram b y—d r • • • NO.38951 minimum= 2" c= 5-1/2" BOSTON C4 minimum = 3" d= 12" .o MASS. / ember has no side loads. 'PO '`�„!,• onnectors are: 16d Common Nails ti age 1ofl Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_MD6 Bui CALCQ 9.5 Design Report-US , Build 91 3 spans Left&Right cantilevers 1 0/12 slope Saturday, January 12, 2008 01:39 • Job Name: SWP File Name: SWP321-Tierney(Rev3).8CC Address: Description: Level_31D6 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer: Company: Warren Trask Code reports: ESR-1040 Misc: 9+iy1»-r.''si Iµ:;In,a,�U Ti •a" y-L.. , - �y. .,�.R•U:y�. ;+�'t, t t' -"5?l,�r. ?'.tGki pit 'i`-t13' -ice ., •y .1 _- _.3"!i{ •,et U •� �i d., "'!i'.'-, +L`��J �'f��i'd!.' 'r. _ '•.4k �•I �r. k: �'' ;c, ii� !•s. � .". — r 9R'•.. �L@�- `'ik •., h• i .:ti',, t• ry u„i tt.t 1:^'r-s. Yi- -, r. r.'-Fsi: �.!S'S a �y�r.:'xi:„, ,: r::y :�iY}. irt:A�• i�. v 1iin . e t1.=__ .'�• .Y�VJ-�z�@� 'xv I, ,a'.:" naSa�,'.'.•n•.t: ,,,,�.. - ,y.;F '�.,»..��'�i�U. � ''�'_��;F„�'qiu'.!��•�:,��i �i�.Y� ���,a 1R af D1.02-1 ._ .`- ., a` _ _ r�C{;6t.,a t..�['�°;-i,t�fijSG.r.t„': -'s�t. tt'•....:.��..`�j:�;'e-. ,c s �,�. 21-06.Ofi - r ttr�� .!.w�'�:w'�aali':�;.th•.'�.t�<'•"ua'.`'^;�, B 1 r01-02-12 LL 506 Ibs B2 DL 540 Ibs LL 506 Ibs SL 225 Ibs DL 540 Ibs SL 225 Ibs Total of Horizontal Design Spans=24-00-00 Load Summary Live Dead Snow Wind Roof Live rag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area (psf) Left 00-00-00 24-00-00 20 10 01-04-00 Reaction from Level_31D5 at ... Conc. Pt. (Ibs) Left 03-06-00 03-06-00 185 212 225 3 Reaction from Level_31D5 at...Conc. Pt. (!bs) Right 03-06-00 03-06-00 185 212 225 n/a n/a Load Disclosure :ontrols Summary Value %Allowable Duration Case San Location Completeness and accuracy of input must 'os. Moment 4014 ft-Ibs 19.2/0 100% 16 2- Internal be verified by anyone who would rely on Jeg. Moment -41 ft-lbs 0.2% 100% 20 3-Left output as evidence of suitability for ,ont. Shear 1154 Ibs 10.6% 115% 19 2-Right particular application.Output here based .otal Load Defl. U486 (0.532") 49.4% 15 2 on building code-accepted design .lve Load Defl. U877 (0.295") 41.0% 15 2 properties and analysis methods. Installation of BOISE engineered wood otal Neg. Defl, -0.1" 20.1% 15 3-Cantilever products must be in accordance with Ilax Defl. 0.532" 53.2% 15 2 current Installation Guide and applicable ;pan/Depth 27.2 n/a 0 2 building codes.To obtain Installation Guide or ask questions, please call Jotes (888)234-0056 before installation. )esign meets Code minimum(U240) Total load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, )esign meets Code minimum(L/360) Live load deflection criteria. ALLJOISTO, BC RIM BOARDTM, BCI®, )esign meets arbitrary(1") Maximum load deflection criteria. BOISE GLULAMTM, SIMPLE FRAMING Oihirrium bearing length for 131 is 3". SYSTEM®,VERSA-LAM®,VERSA-RIM 4inimum bearing length for B2 is 3". PLUS®,VERSA-RIM®, Atered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min.end bearing + VERSA-STRANDO trademarks of Bois VERSA-STUDs,are e Wood Products, /2 Intermediate bearing L.L.C. :onnection Diagram ;. b i.. d...__� r--t_ ,CWO�� ti, — -......._.. .i_.._ . A CT95t ru'-.a minimum=2" c=4-1/2" minimum= 3" d= 12" e minimum= 3" annection design assumes point load is'top-loaded'. For connection design of`side-loaded'point loads, ease consult a technical representative or professional of Record. Ming schedule applies to both sides of the member. ember has no side loads. )ncentrated loads are not considered in side load analysis. mnectors are: 16d Common Nails I age 1 of 1 so�s�" . ' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeaM\Level_41D7 BC CALCO 9.5 Design Report-US ' 1 span f No cantilevers 1 0/12 slope Build 91 Saturday, January 12, 2008 01:41 Job Name: SWP File Name: SWP321-Tierney(Rev3).8CC Address: Description: Level_41D7 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer: Code reports: ESR-1040 Company: Warren Trask Misc: , I i I 4-a ,r � 'i1 1 �e_.�:.,u....�',_�.a.,i_•.-�,,�-�.".i.t��.»�; �:, s,P s'dvE.�.j� `.�''r i I �i a �a„ SIP d� g�,m. 71. :•m�£ .� :1 .s�,; '•{� 4• .. Z _�.n',_.s �3_L..,<..,u,�1��'.�-,'Hd��.,.`�`xi'.�i5e. ,: rEat hf�i�..:"1'�•al. r� ..r.;�Y.'.1� "�1M.,c`'-9 4Ufl�'''{�r'+�ci� ,r�i..`.5:1y:��yf::k::::::. 12-00-01 ..�F � +•,:ar.. .,. F:�:=_ :�., _. •:i:�.r�, ;,ti�r_.ri;~'� 80 LL 1350 Ibs B1 DL 394 Ibs LL 1350 Ibs DL 394 Ibs Total of Horizontal Design Spans=12-00-01 .oad Summary Live Dead Snow Wind Roof Live ag Descril3tion. Load Type Ref. Start End 100% 90% 115% 133% 125% Tnb. Standard Load Unf.Area(psf) Left 00-00-00 12-00-01 60 15 03-09-00 Load Disclosure :ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 5233 ft-Ibs 37.5/0 100% 1 1 - internal be verified by anyone who would rely on ind Shear 1493 lbs 23.6% 100% 1 1 - Left output as evidence of suitability for otal Load Defl. L/531 (0.271") 45.2% 1 1 particular application. Output here based ive Load Deft. L/686 (0.21") 52.5% 1 1 on building code-accepted design Sax Defl. 0.271" 27.1% 1 1 properties and analysis methods. .pan/Depth 0.27 1% 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable lotes building codes.To obtain Installation Guide resign meets Code minimum(L/240)Total load deflection Criteria. or ask questions,please call resign meets Code minimum (L/360) Live load deflection criteria. (888)234-0056 before installation. resign meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM, linimum bearing length for B0 is 1-1/2". ALLJOISTO,BC RIM BOARDTm, BCIO, linimum bearing length for B1 Is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING ntered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM(b,VERSA-RIM t2 intermediate bearing PLUS®,VERSA-RIMQD, VERSA-STRAND@),VERSA-STUD®are trademarks of Boise Wood Products, onnection Diagram L.L.C. I b I— -7— f' - '5D.s minimum=2" c= 5-1/2" SWJCTURAL rrs minimum=3" d = 12" NO.36951 ember has no side loads. BOSTON )hnectors are: 16d Common Nails MASS. j1 ige 1 of 1 BO���W• Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D8 BC CALC6 9.5 Design Report- US 2 spans I No cantilevers 10/12 slope Saturday, January 12, 2008 01:40 Build 91 Job Name: SWP File Name: SWP321-Tierney(Rev3).BCC Address: Description: Level_308 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer: Company: Warren Trask Code reports: ESR-1040 Misc: 3 di,��lry.:f>,..7•"•x ��' .,a_-.cr y.3i a�� aiti�y'�.y :t.- y k %,.`.. i uY_..,-rfi'�-_.r.r�:✓,`_i:re_u,,"t.'.,rI:�,.' :,�,C•!�id�r"._�Si s'�•ntu!�•.!a•.0.�}xZ�,�'��..e,�r:.�.�t:��:••a,.'?.ta.,4{•7+,�s1���.-"^;',,i�xis.v''v;:i'��ni9,�s�.'xF,::I1r.le�1 r•-.'•".�qi iM rr;r.�L s�.*,;�t:eiJI�i1-"„s'nJ&':Tr`:ie'r��,+:t::yz fis�L•^�1"yI�'nri n41''�sn'�'-4 liszaa,1: -�r� 18-04-00 y;:"i.T,'.''•sutT,�?Z,?.?s;!»'[F!T c�a .:a+s:i:':ti^;"y'a• Bo 1 e-09-00 LL 506 Ibs LL 3381 Ibs B2 DL 187 Ibs DL 1228 Ibs LL 514 Ibs OL 167 Ibs Total of Horizontal Design Spans=35-00-00 .oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. Standard Load Unf.Area(psf) Left 00-00-00 35-00-00 30 10 01-04-00 Reaction from Level_407 at... Conc. Pt. (Ibs) Left 14-04-00 14-04-00 1350 394 n/a I Reaction from Level_41D7 at...Conc. Pt. (Ibs) Left 22-04-00 22-04-00 1350 394 n/a Load Disclosure :ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 3833 ft-lbs 27.5% 100% 14 1 -Internal be verified by anyone who would rely on leg. Moment -7183 ft-Ibs 51.5% 100% 1 1 -Right output as evidence of suitability for :nd Shear 639 Ibs 10.1% 100% 14 1 - Left particular application. Output here based :ont. Shear 2271 Ibs 35.9% 100% 1 1 - Right on building code-accepted design Iplift 5 Ibs n/a 14 2-Right Properties and analysis methods. otal Load Defl. U495(0.444") 48.5% 14 1 Installation of BOISE engineered wood products must be in accordance with ive Load Defl. U606 (0.363") 59.4% 14 1 current Installation Guide and applicable otal Neg. Defl. -0.133" 26.6% 14 2 building codes.To obtain Installation Guide lax Defl. 0.444" 44.4% 14 1 or ask questions,please call pan/Depth 23.2 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJS- IOteS ALUOIST®,BC RIM BOARD- BCI®, !esign meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAM1m,SIMPLE FRAMING 'esign meets Code minimum(U360)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM esign meets arbitrary (1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are linimum bearing length for BO is 1-1/2". trademarks of Boise Wood Products, linimum bearing length for B1 is 3". L.L.C. linimum bearing length for B2 is 1-1/2". ntered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min.end bearing+ 12 intermediate bearing onnection Diagram !- - • • i STR14rn C7URF^L r f NO.3EI35? c V BOS70V F: MASS. i minimum=2" c= 5-1/2" minimum=3" d = 12" )nnection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, aase consult a technical representative or professional of Record. !mber has no side loads. mcentrated•loads are not considered in side load analysis. mnectors are: 16d Common Nails ige 1 of 1 .r Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 Sp Floor Beam\Level_31D9 BC CALCe 9.5 Design Report-US' 1 span No cantilevers 1 0/12 slope Build 91 Saturday,January 12, 2008 01:41 Job Name: SWP File Name: SWP321-Tiemey(Rev3).BCC Address: Description: Level_31D9 City, State,Zip: , Specifier: DPM Customer: Shepley Wood Products Designer: Code reports: ESR 1040 Company: Warren Trask Misc: I ITT 3 i W S}u L v $_i`�� a: : ,. - ?�- a!n; f�y' '•I.._ '_ i:.~. . .S:P:: ._ n .�! l.?��gl3 �'� T� ¢•hr,!rr?!�, ?:• .. dl i " i,,e' Ifl:, �1.' *'""' -..i>�v— f_ -'_=•L7_..,'i�.^�?:i'i:�,�i.:�ryi ._. "_ 'r. 3� .ik .. �''!:`�, a"��cf:r+;.�'..' f_!?'!.i?.f'''�n 18-06-00 may;,;..1 na•',.;ny?�._:: i=,m`j?}�t BO LL 493 Ibs B1 DL 271 Ibs LL 487 Ibs DL 268 Ibs Total of Horizontal Design Spans=18-06-00 -oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trfb. Standard Load Unf.Area(psf Left 00-00-00 18-06-00 30 10 01-04-00 Conc. Pt. (Ibs) Left 04-00-00 04-00-00 120 60 n/a I Conc. Pt. (Ibs) Left 14-00-00 14-00-00 120 60 n/a Load DiSCI�SUre :ontrols Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 3447 ft-Ibs 24.7% 100% 1 1 - internal be verified by anyone who would rely on :nd Shear 711 Ibs 11.2% 100% 1 1 -Left output as evidence of suitability for otal Load Defl. U510(0.435") 47.1% 1 1 particular application.Output here based •ive Load Defl. L/791 (0.281") 45.5% 1 1 on building code-accepted design 4ax4ax Defl. 0.435" 43.5% 1 1 properties and analysis methods. /Depth 0.43 n% 1 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Totes building codes.To obtain Installation Guide resign meets Code minimum(U240) Total load deflection criteria. or ask questions,please call lesign meets Code minimum(L/360) Live load deflection criteria. (888)234-0056 before installation. lesign meets arbitrary (1") Maximum load deflection criteria. BC CALCS, BC FRAMERS,AJSTM, linimuin bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARDTM,BCIS, linimum bearing length for B1 is 1-1/2". BOISE GLULAMTM,SIMPLE FRAMING ntered/D is played Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + SYSTEMS,VERSA-LAM®,VERSA-RIM 12 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, :onnection Diagram L.L.C. b — d. - i I • r • . UL" e .0 NO.30951 minimum=2" c=5-1/2" BOSTON co minimum=3" d= 12" MASS. mnectlon design assumes point load is'fop-loaded'. For connection design of'side-loaded'point loads, ,�R�G case consult a technical representative or professional of Record. ember has no side loads. mcentrated loads are not considered in side load analysis. mnectors are: 16d Common Nails age 1 of 1 noisE , Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_31D10 BC CALCQ 9.5 Design Report-US ' Build 91 2 spans No cantilevers 10112 slope Sunday, January 13, 2008 16:14 File Name: SWP321-Tierney(Rev3).BCC Job Name: SWP Address: Description: Level_31D10 Specifier: DPM City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 4 5 3 r'•�. .I-dxy� . r R'+fly ., ? _ u,k,2, v-;•R�:SN::Ru. rg��-,..}.;_t.• i�ib_8�a1.r+r _ �.a�';.i.;-X'!a L.a'-±,"bvi?'n.-Y'.: .".1P 7til.h:7iC�` F "••',�, i..^ -,aJci-csa-ly,0-, •= ; �! I'fz 'ei1,'+.t•i{,ly�—n,•.,iv'si,1.4:;1i!. 11. 18-04-00 .{. : 60 16.08-00 LL 611 Ibs LL 31333 Ibs B2 DL 273 Ibs LL 514 Ibs DL 1407 Ibs DL 186 Ibs Total of Horizontal Design Spans=35-00-00 -oad Summary Live Dead Snow Wind Roof Live fag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trlb. I 'Standard Load Unf.Area(psf) Left 00-00-00 35-00-00 30 10 01-04-00 ' Reaction from Level_407 at...Conc. Pt. (Ibs) Left 14-04-00 14-04-00 1350 394 n/a I Reaction from Level_41D7 at ... Conc. Pt. (Ibs) Leff 22-04-00 22-04-00 1350 394 n/a I Conc. Pt. (Ibs) Left 04-00-00 04-00-00 120 60 n/a i Conc. Pt. (Ibs) Left 14-00-00 14-00-00 120 60 n/a Load Disclosure :ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 4406 ft-Ibs 21.0% 100% 14 1 - Internal be verified by anyone who would rely on Jeg. Moment -7816 ft-Ibs 37.3% 100% 1 2- Left output as evidence of suitability for :nd Shear 826 Ibs 8.7% 100% 14 1 - Left particular application.Output here based ;ont. Shear 2521 ibs 26.6% 100% 1 1 -Right on building code-accepted design Jplift 41bs n/a 14 2-Right properties and analysis methods. ° 9 Installation of BOISE engineered wood .otal Load Defl. U631 (0.349') 38.1 /0 14 1 products must be in accordance with .ive Load Deft. U809(0.272") 44.5% 14 1 current Installation Guide and applicable 'otal Neg. Defl. -0.104" 20.9% 14 2 building codes.To obtain Installation Guide flax Defl. 0.349" 34.9% 14 1 or ask questions,please call ;pan/Depth 23.2 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM totes ALLJO1STe,BC RIM BOARD-,BCIe, )esign meets Code minimum(L/240)Total load deflection criteria. B01SE GLULAM-,SIMPLE FRAMING )esign meets Code minimum(L/360) Live load deflection criteria. SYSTEMS,VERSA-LAMM,VERSA-RIM )esign meets arbitrary(1 VERSA-STRAND") Maximum load deflection criteria. PLUS®, RAND®,VERSA-STUD®are linimum bearing length for BO is 1-1/2". trademarks of Boise Wood Products, linimum bearing length for B1 is 3". L.L.C. linimum bearing length for B2 is 1-1/2". :ntered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ /2 intermediate bearing �µ OFF yaD.arr��w t3TFtUC7VRUIL� m v NO.3896i BOSTON � MASS. •o�,c��FO/ Eo. . age 1 of 2 Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_=1O BC CALCQ 9.5 De$ign Report-US' 2 spans No cantilevers 1 0112 slope Build 91 Sunday,January 13, 2008 16:14 File Name: SWP321-Tierney(Rev3).BCC Job Name: SWP Address; Description: Level Specifier: DPM _31D10 City, State,Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Dla ram Disclosure J...,. b r' _d — Completeness and accuracy of input must a i !°., •� be verified by anyone who would rely on l' - j • output as evidence of suitability for I - particular application. Output here based c ':;'•: on building code-accepted design _ _T properties and analysis methods.— f Installation of BOISE engineered wood products must be in accordance with ai current Installation Guide and applicable building codes.To obtain Installation Guide i minimum=2" c=4-1/2" or ask questions,please call minimum= 3" d = 12" (888)234-0056 before installation. e minimum= 3" BC CALC®,BC FRAMER®,AJST-, ALLJO'onnection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE ST®, SC RIM S MPLE FBOARD O^ B FRAMING ,lease consult a technical representative or professional of Record. BOISE MO, VERSA-LAMS, SIMPLE FRAMING Jailing schedule applies to both sides of the member_ SYSTEM®, VERSA LAM®,VERSA-RIM Aember has no side loads. PLUS®,VERSA-RIM@, :oncentrated loads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUDQD are trademarks of Boise Wood Products, ;onnectors are: 16d Common Nails L.L.C. age.2of2 BOiSIIE- Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D11 BC CALCO 9.5 Design Report- US' 1 span No cantilevers 10/12 slope Build 91 Saturday, January 12, 2008 01:32 Job Name: SWP File Name: SWP321-Tierney(Rev3).BCC Address: Description: Leve1_31D11 City, State,Zip: , Specifier: DPMDesigner: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: i,�!'.I���?6��'.Ir_ - :j. :F'pttiR'i, "� � ., `�',C-!::p'I:��.'`�'.-'i,Y'{"�r''+'�': 'rt ;R'''i`•�'ly 1,3"' ; j�'J.ei�:i~:x3:!'•:�•ie{':�,6 '` :•r.'v,;' _.c�'•irl�*"• ..r .I ,g�`• k..!7�h_ irA.:`4"if;,!. h '}t'=.lt:! .. a ul;�l;r•� �a REMAIN 1.' rt la . k. € 4:�, ,.s !, rs�I ...__•. lac _.� »r_:: .N?'.15;-,,,a-�,'yln!rY•.0 ��t�yF�I-•• ,„i _?� WIN Bo „ n.•n__ DL 1947 Ibs LL 319 Ibs SL 3351 Ibs DL 1947 Ibs SL 3351 Ibs Total of Horizontal Design Spans= 15-11-08 Load Summary Live Dead Snow Wind Roof Live rap De$gdption InarlTynP Ref. Start End 100% 9056 115% 'Issro 125/0 Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 15-11-08 30 10 01-04-00 Unf.Area(psf) Left 00-00-00 15-11-08 15 30 14-00-00 Load Disclosure controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 3os. Moment 22411 ft-Ibs 44.7/0 115/0 13 1 -Internal be verified by anyone who would rely on =nd Shear 4745 Ibs 29.5% 115% 2 1 -Left output as evidence of suitability for rotal.Load Defl. 1_/448 (0,428") 53.6% 2 1 particular application.Output here based Jve Load Defl. U685 (0.28") 52.6% 2 1 on building code-accepted design Max Defl. 0.428" 42.8% 2 1 properties and analysis methods. vl an/Depth 0.42 8%n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable 4otes building codes.To obtain Installation Guide )esign meets Code minimum (U240)Total load deflection criteria. or ask questions,please call )esign meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. )esign meets arbitrary (1") Maximum load deflection criteria. BC CALCO, BC FRAMER®,AJS-, Minimum bearing length for B0 is 1-1/2". ALUOISTO,BC RIM BOARD-,BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING :ntered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min, end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM /2 intermediate bearing PLUS®,VERSA-RIMY, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, :onnection Diagram _ L.L_C. b + —d—.-I ��i®F P G minimum =2" c=9" STRUCTURAL fdt? 3;1 �-:. minimum = 3" d= 12" BOa:ON e minimum= 3" MASS. ailing schedule applies to both sides of the member. ember has no side loads. a, r E'u/ ��• onnectors are: 16d Common Nails I age 1 of 1 BOISE- Single 9-1/2" AJSTm 20 MSR Joisftevel_3XD12 3C CALC&9.5 Design Report-US 1 span j No cantilevers j 0/12 slope Saturday, January 12, 2008 01:33 3uild 91 16"OCS j Repetitive j Glued&nailed construction File Name: SWP321-Tierney(Rev3).BCC lob Name: SWP Description: Level 31D12 lddress: Specifier: DPM ;ity, State,Zip: , Designer: ;ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1144 Misc: �i ,� aF�;:��, ?' s_ -- ,� *,;,':�nr�l �_{ .,lr_I,.c:,.;Gt;:xt�t: _�' i : •,. '�"fit, 19.,t'�.r'�=i':i1'!'�'�Pi=?' _?'yt��%•ln'a-i,..:.. ;^:t 6.._. •. �i. � _. .p1. ��5,_il., •. 'e" '� m:.-?^ .�:�', `'I �1°,i;.p...:a.-'. .. v.�t.. ui!il ;trf��l�a, j 4c,.�,5t1�.•,-y�' j f14:;:v .; "^.'yaei yi•n'c''y`ii� 1,2F.an.:1-s. r -.^..�41:t o�'.k!S.. � ,...L..:..u;:is::9�_ ^L "c'• :wi•u'. ati:n.o_�'C J•:"I+.1S.....2w. iiliEtlwi�ls'�'1<tE'v'_.vi',',:;li.,rli'�f'r:;t 16-09-12 130, 1-1/2" LL 224lbs 112bs 4bs l DL 112 Ibs LL DL 12 Ibs Total of Horizontal Design Spans=16-09-12 ,oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS Standard Load Unf.Area(psf) Left 00-00-00 16-09-12 20 10 16" Load Disclosure :on.trols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 1413 ft-Ibs 41.6% 100% 1 1 - Internal_ be verified by anyone who would rely on nd Reaction 334 Ibs 29.2% 100% 1 1 -Right output as evidence of suitability for otal Load Defl. U690 (0.293") 34.8% 1 1 particular application.Output here based ive Load Defl. L/1034(0.195") 46.4% 1 1 on building code-accepted design lax Defl. 0.293" 29.3% 1 1 properties and analysis methods. Installation of BOISE engineered wood pan/Depth 21.2 n/a 0 1 products must be in accordance with current Installation Guide and applicable lutes building codes.To obtain Installation Guide resign meets Code minimum(U240)Total load deflection criteria. or ask questions,please call ,esign meets User specified (U480) Live load deflection criteria. (888)234-0056 before installation. ,esign meets arbitrary(1") Maximum load deflection criteria. BC CALCO, BC FRAMER®,AJS-, ntered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ ALLJOISTO, BC RIM BOARDul BCIS, 12 intermediate bearing BOISE GLULAMTM SIMPLE FRAMING omposite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEMS,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. sTRlrcruR No.3L?51 flos N f® "V, , i age 1 of 1 Double 1 '3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_3XD13 BC CALCQ 9.5 De$ign Report-US' 1 span No cantilevers 1 0/12 slope Build 91 Saturday, January 12, 200$01:33 Job Name: SWP File Name: SWP321-Tiemey(Rev3).BCC Address: Specifier:Description: Level DPM_31D13 City, State, Zip: , Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: I � � � .L � i 1 j •� � i 1 1. % y � j � s � . ��s�-�t�•��- 1 i w L J � .L 1 � S A a•,�J?�r�i!`-�;�-.F ." -r,..::a �,� ;1... ., '1 .;ter. _i..w .ry - ,,,,;t !S'=t•f n:: .r. :—"6arl,:.:� Lrt"Y:. .3'i4i..X. +^rs�fi:::E•1-+-^."'.+c,T: •c s '3�Si'r2• ui'TisJ �m 3 r a S• q'�i,r..•r°a. ?�•,. j! It .:hYL ll!,:,,!!•rl..�,m. 4 :ice"'.?ui' -�•. Y:a' _.J r-rd. E .i t. .�Jn..i.�{. .. RIM,,'...ri_:r r .d�'_.Fr•I^8 1 .,. S:<:n'f:'',r-''•{�, v d-.'9t. w.r r• ..� •i t .5�. ,l..L . �.�l.r..! , g� ..St i't .--a12....•�-..' •t.0-? U 11. �� c' 't ::-I" iSYr�, }!t �L'"ri r.. 1 S :; S .,y�*� aan - t S� 1 r t� d � l S e.3 t! r.,ti rr r;!;t � g ';�� `t�r�•li���. ��.`•�'P� �T ��-: �� ( �=-?+..:xs �... �....3..a+eed ' Srr•.e:_.• is';. (�-tt.-• r�W.t Fr.u:�i ri-•t.r ?d•'.&}i'f 16-09.12 :3 _,:•.:r!,_.,.ri B0 LL 246 Ibs B1 DL 202 Ibs LL 302 Ibs DL 230 Ibs Total of Horizontal Design Spans=16-09-12 -Oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End _ 100% 90% 115% 133% 125% Trib Standard Load Unf.Area(psf) Left 00-00-00 16-09-12 20 10 - 01-04-00 Conc. Pt. (Ibs) Right 02-04-00 02-04-00 50 25 n/a Conc. Pt. (Ibs) Right 05-02-00 05-02-00 50 25 n/a Load Disclosure ,ontrots Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 2036 ft-Ibs 14.6/0 100% 1 1 -internal be verified by anyone who would rely on :nd Shear -489 Ibs 7.7% 100% 1 1 -Right output as evidence of suitability for btal Load Defl. U967(0.209") 24.8% 1 1 particular application. Output here based ive Load Defl. L/1730 (0.117") 20.8% 1 1 on building code-accepted design 1 1 lax Defl. 0.209" 20.9% properties and analysis methods. pan/Depth 0.20 n 1 1 Installation of BOISE engineered wood Products must be in accordance with current Installation Guide and applicable lotes building codes.To obtain Installation Guide esign meets Code minimum(U240) Total load deflection criteria. or ask questions, please call esign meets Code minimum (U360) Live load deflection criteria. (S88)234-0056 before installation. esign meets arbitrary(1")Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM linimum bearing length for BO is 1-112". ALLJOIST®, BC RIM BOARD- BUS, linimum bearing length for B1 is 1-1/2". BOISE GLULAMTM',SIMPLE FRAMING ntered/Displayed'Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM '2 intermediate bearing PLUSQ,VERSA-RIM®, VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, onnection Diagram L.L.C. `-j h L- �•—(1—r-I OF D. STRL�UCTUR4L N minimum=2" c=5-1/2" v NO3 30951 minimum= 3" d= 12" BOsTOr-4 AA�aSS. Wd innection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, !ase consult a technical representative or professional of Record. :tuber has no side loads. ; incentrated loads are not considered in side load analysis. innectors are: 16d Common Nails f-j�-b ige 1 of 1 BOi SIE Single 9-1/2" AJSTm 20 MSR JoistlLeve!_31D94 BC CALCQ 9.5 Design Report-US' 1 span I No cantilevers I 0/12 slope Saturday, January 12, 2008 01:34 Build 91 12"OCS Repetitive I Glued& nailed construction File Name: SWP321-Tierney(Rev3).BCC Job Name: SWP Address: Description: Level_31D14 City, State,Zip: Specifier: DPM, Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc: c� y, - �F _ �. MINE am} .;i. 5 d�! }��=;t .i•,�: _ {li a �� `".. Ta,! .-y :F: b' y c! 1 y.q' 1.i. ,y,;,f1,i-�y �.p-C•f.:, 1. .s .. 4``.3j:�{'t{tll,.. 4 mr` •x..'F i i.. %. IS.IIL•4 �t!L�... �•L�'A�11 �UC�EL�;� � N i^i'�.• .t• i.;�...:3�1 �j",::: z1-os-1z BO, 1-1/2" LL 218 lbs B1.1-1/2" DL 109 lbs LL 218 lbs DL 109 lbs Total of Horizontal Design Spans=21-09-12 .oad Summary Live Dead Snow Wind Roof Live aq Descrlption Load Type Ref. Start End 100% _ 90% 116% 133% 125% OCS Standard Load Unf.Area (psf) Left 00-00-00 21-09-12 20 10 -" 12" Load Disclosure >ontrols Summate Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 1784 ft-lbs 52.5% 100% 1 1 - Internal be verified by anyone who would rely on Ind Reaction 325 lbs 28.4% 100% 1 1 -Right output as evidence of suitability for .otal Load Defl. U422 (0.62") 56.9% 1 1 particular application.Output here based .ive Load Defl. U633 (0,414") 75.8% 1 1 on building code-accepted design 1" 62.Q% flax Defl. 0.62 1 properties and analysis methods. span/Depth 0.62 0%n/a 1 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable lotes building codes.To obtain Installation Guide resign meets Code minimum(U240)Total load deflection criteria. or ask questions,please call resign meets User specified(U480)Live load deflection criteria. (888)234-0056 before installation. >esign meets arbitrary (1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS TM, :ntered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing + ALLJOISTZ),BC RIM BOARDTm, BCIO, /2 intermediate bearing BOISE GLULAMTm,SIMPLE FRAMING :omposite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. (H OF A STRUCnML NO.38951 BOSTON MASS. I age 1 of 1 sois�b . Single 9-1/2" AJSTm 20 MSR JoistlLevel31D15 3C CALC(R 9.5 Design Report- US ' 2 spans I No cantilevers 1 0/12 slope Saturday, January 12, 27008 01:35 3uild 91 16"OCS J Repetitive J Glued& nailed construction File Name: SWP321-Tierney(Rev3).BCC lob Name: SWP Description: Level_31D15 ;ity, Sta 'd -Sta Specifier: DPM te,Zip: , Designer: ',ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: E8R-1144 Misc: t ' '�'-�':���'' = s'�', '�' � !• " �i`ra•!,' •,>il�'•�+'.. •°�:�'�'-' f�l�R� �`• •:� "-�n �, •�•�!;Pi•-'�1^:°��^g' ' •- �`,�'��!t'.,y�`_'�'d-r,i1';s•�"'�"7�� ::si•.��rr 11 lt's'1 �'v �iVldf"�C•:••i'.��nulr' J�:• 71' '�,,'.Wia ;�, ItiTE; ��yy.t. i�,1`,�`�tyri�neo;aekvlFit: ' 18-02-14 •ecl� �:� � •tt. tdtL'eG. �ei�ii_i'S��: L 317 Ibs B1,3 112" B2, 1-1/2" )L 94 Ibs LL 872 Ibs LL 292 Ibs DL 291 Ibs DL 80 ibs Total of Horizontal Design Spans=34-09-12 ,oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. _ Start End 100% 90% 115% 133% 1251/6 OCS Standard Load Unf.Area(psf) Left 00-00-00 34-09-12 30 10 16" Load Disclosure :ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must os. Moment 1581 ft-Ibs 46.6/0 100% 14 1 -Internal be verified by anyone who would rely on eg. Moment -2034 Mbs 59.9% 100% 1 1 -Right output as evidence of suitability for nd Reaction 407 Ibs 35.6% 100% 14 1 -Left particular application.Output here based it. Reaction 1147 Ibs 39.2% 100% 1 1 -Right on building code-accepted design ont. Shear 590 Ibs 50.9% 100% 1 1 -Right properties and analysis methods. o g Installation of BOISE engineered wood otal Load Defl. U644 (0.34 ) 37.3/0 14 1 products must be in accordance with ve Load Defl. L/790(0.277") 60.7% 14 1 current Installation Guide and applicable otal Neg. Defl. -0.077" 15.4% 14 2 building codes.To obtain Installation Guide ax Defi. 0.34" 34.0% 14 1 or ask questions,please call pan/Depth 23.0 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMER®,AJSTm otes ALLJOIST®,BC RIM BOARD-,BCI®, esign meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING esign meets User specified (U480) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM esign meets arbitrary (1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, ,itered/D i splayed Horizontal Span Length(s) =Clear Span+1/2 min. end bearing+ VERSA-STRAND®,VERSA-STUDs,are trademarks of Boise Wood Products, 2 intermediate bearing L.L.C. omposite El value based on 23/32"thick sheathing glued and nailed to joist. STRUCTURI. d NO.30951 v BOSTON to MASS. A�'o RFG ige 1 of 1 ®�E Double 1-3/4" x 24" VERSA-LAM® 2.0 3100 SIR Floor l3eamlLevel_21D16 ;C CALC019.5 Design Report-US 1 span I No cantilevers 10/12 slope Saturday,January 12, 2008 01:18 wild 91 File Name: SWP321-Tierney(Rev3).BCC ob Name: SWP Description: Level 21D16 Adress: Specifier: OPM� ,ity, State,Zip: , Designer: :ustomer: Shepley Wood Products Company: Warren Trask :ode reports: ESR-1040 Misc: rr,_ :..3._ .ram:-•:!,• t 1 rtei"J (, �'- ^ 'I'' r •,, }^is: r Qr 'I:['�.�i�ii; '-`�I . {r✓.�s'.�i.: il=. >ii Ifi �I• — �.Sj _ jbT,.rt R .!• •yY !'ail!f!�•• .r•� C'!'Rt• t�' .-i ��p! f�, F r Gl:.r.'la:}:: ^.. M. "M q� �,• �I� (� t�' ��9 Y.� •(».�....t}•- t# i i. P L t ., 'a• s {,4�a •, r; st a n �In- dt:r<'S: {,• I'• .5.0' r' _a��..,•. y. .� i: .. { ' . I, h � ,.. "!�,t:CE +'rt':0k7 .,,r7.t?:'i:a'.'rf(� � ,.,.<,thr�x,1_ ,5''. `�.''_ � 22-00-00 BO 81 LL 5500 ibs LL 5500 Ibs DL 1635 Ibs DL 1635 Ibs Total of Horizontal Design Spans=22-00-00 .oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. Standard Load Unf.Area(pst Left 00-00-00 22-00-00 40 10 12-06-00 Load Disclosure :ontrolS Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 39242 ft-Ibs 48.8% 100% 1 1 - Internal be verified by anyone who would rely on =nd Shear 5790 Ibs 36.3% 100% 1 1 - Left output as evidence of suitability for rotal Load Defl. U623 (0.424") 38.5% 1 1 particular application.Output here based ive Load Defl. U808 (0.327") 44.6% 1 1 on building code-accepted design properties and analysis methods. flax Defl. ' 0.424" 42.4% 1 1 Installation of BOISE engineered wood Span/Depth 11.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide VOt@S Design meets Code minimum (L/240 Total load deflection criteria. (a ask questions,please can g ) (888)234-0056 before installation. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJSTM' Minimum bearing length for BO is 2-3/4". ALLJOISTV,BC RIM BOARDTA' BCIO, BOISE GLULAMT" SIMPLE FRAMING Minimum bearing length for 131 is 2-3/4„. SYSTEMS,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min, end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. �+b d t j0.8 - a minimum=2" c= 10" mar b minimum=3" d= 12" STRUCTURAL Member has no side loads. U N0.353gi Connectors are: 16d Common Nails 6t?£Tf?�V ra r Page 1 of 1 BbiS!E" Single 11-7/8" AJSTm 20 MSR Joisftevel_M17 3C CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Saturday, January 12, 2008 01:15 3uild 91 16"OCS I Repetitive I Glued &nailed construction File Name: SWP321-Tiemey(Rev3).BCC Job Name: SWP Description: Level_2017 4ddress: Specifier: DPM ;ity, State,Zip: , Designer: -ustomer: Shepley Wood Products Company: Warren Trask erode reports: ESR-1144 Misc: i......, •,.Mir` ••^. ""'ra Y'1• •• _ 1_ p,L u�y:y r uni?rr. :fry r'yvoS;c Magi ..ten .,�-..'i�`- '4•d3 .:,Hai q ti.t ,•,:Rt,.� ,�..-rf•c• L�'. ,!i& �idyi'iweaar:.i�=` u». '[t�--i �1�iilG...i1iL3 i. a! ! n:•i °'i•y - ..;#�, '+T•'l:r ;••.f':•E-n:t� .:tii[ ,..�a:, r:�?!r 5 'n r a:. ! ar• :,.i..._..:�..:,a::_.�::.:x: � P. v [ikif{,! �n• - ': Ixa r ;�';.i1 t•''la• � '�j �� , i.. O t.Pit M°.:7`:b 4 '',`:i: -t L n ,a � [_ ?!ne n,»•,,:51 ,n.:ar� ,k ��•=_. �, , :•�.�._��t �[• xx;:,:•• :,• a!!��t�'•_ ,.--y v ,,�,• , "41i:�;�>k.,!._. i�7`•.[[t�>:i![� ak,: 15-03-02 130, 1-1/2" 131, 1-112" LL 407 Ibs LL 407 Ibs DL 102 Ibs DL 102 Ibs Total of Horizontal Design Spans=15-03-02 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (pso Left 00-00-00 15-03-02 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1940 ft-Ibs 44.1% 100% 1 1 - internal be verified by anyone who would rely on End Reaction 504 Ibs 44.1% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. L/876(0.209") 27.4% 1 1 particular application.Output here based Live Load Defl. U1095 0.167" 43.8% 1 1 on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.209" 20.9% 1 1 Installation of BOISE engineered wood Span 1 Depth 15.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes Design meets Code minimum U240 Total load deflection criteria. or ask questions,please call g ( } (888)234-0056 before installation. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®, BC FRAMER®,AJSTM Entered/Displayed Horizontal S Length(s) = Cl Span+ 112 min. end bearing+ ALLJOISTO,BC RIM BOARDT"' BC an ear I@, 1/2 intermediate bearing p BOISE GLULAMT" SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. PLUSO,VERSA R M(D, VERSA-RIM VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. �}1OF � STRUC1LR4111. NO.3G951 BOSTOI4 ' �0.'fAS3. `sG/STER�-cr�� Page 1 of 1 301SE, Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_2018 3C CALC(*9.5 Design Report-US 1 span No cantilevers 0/12 slope Saturday, January 12, 2008 01:21 Wild 91 File Name: SWP321-Tierney(Rev3).BCC lob Name: SWP Description: Level_2018 lddress: Specifier: DPM ;ity, State,Zip: , Designer: ;ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1040 ICI Misc: ...� '-n:. ..... ,. •wvr .,iu, .. h''�___ m� ..p,.'� G:+ :.-.� �;�nr}rrrL�i-:�irr?::r- .r,. .i ' is ;f?+• •' ��r:!I 7'_m�.. .!=ia'e'utt,,,r'-7r»• F +'�r +r.� �^... ,.� �6 u•e ...• '''' a:.,'.Y'l r d?i; '+p:•!.:it.. �fi L,7 •+. +. "!�::',• �", �.', "�'ik�-- :'�."§g�� �)�s _.'�: � c t ' :�!� �, '+Rx;;�j3+;Iu�++-I(.,i;'..n]-�„J''_.. ti r.' .i Its ?irP;E ,r. n-I•..,,.._...lap::.��, �'4wJT. �` ' ;��I: '� �i, n,y ,7 � .3.:� l.:y �:7+u lll"`'F—n E'•3 .. •'A�:n���R� ,!9x c�' ;: '' ..- t.sR!L `18?_ .yr�:••"•a•-•"�'ii�:•...'' n •�ftl'�: !..7�'k '� � r6:.....�`1_�1-:a.�9f. ?:i+7.'ta.f-.:�5!?r,.. .,,+,'r....G:;:Y::f7:a:,''::r 09-03-08 Ba B1 LL 1065 Ibs LL 1485 Ibs DL 1760 Ibs DL 2209 Ibs SL 1552 Ibs SL 1739 Ibs Total of Horizontal Design Spans=09-03-08 _oad Summary Live Dead Snow Wind Roof Live rag Description _ Load Type Ref. Start End 100% 90% 115% 133% 126% Trib. I Standard Load Unf.Area(psf) Left 00-00-00 09-03-08 15 30 11-00-00 Unf. Lin. (plf) Left 00-00-00 09-03-08 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 09-03-08 20 10 11-00-00 3 Reaction from DesignslLevel... Conc. Pt. (Ibs) Right 00-09-08 00-09-08 506 540 225 n/a Load Disclosure -ontrols Summary value %Allowable Duration Case San Location Completeness and accuracy of input must Dos. Moment 10423 ft-Ibs 43.3% 115% 2 1 - Internal be verified by anyone who would rely on End Shear -4522 Ibs 41.5% 115% 2 1 -Right output as evidence of suitability for total Load.Defl_ U512 (0.218") 46.9% 2 1 particular application.Output here based 0.13" 42.0% 2 1 on building code-accepted design _ive Load Defl. U858 ( ) properties and analysis methods. Max Defl. 0.218" 21.8% 2 1 Installation of BOISE engineered wood Span/Depth 11.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes Design meets Code minimum U240 Total load deflection criteria. or ask questions,please call � ( ) (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". ALLJOISTO,BC RIM BOARDT'" BCIV, Minimum bearing length for B1 is 1-1/2 BOISE GLULAMTM SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMO, 1/2 intermediate bearing VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b -d- - I__ a - i D. 3r STRIJel +fl G } V NO.3L951 a minimum= 2" c=4-1/2" BOS70N b minimum=3" d= 12" APASS. e minimum =3" i0 Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, °fir please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails 7 Page 1 of 1 s 301$19" Single 11-7/8" AJSTM 20 MS Joist i-evel_2XD19 1C CALCb9.5 Design Report- US 3 spans I No cantilevers 1 0/12 slope Saturday, January 12, 2008 01:22 3uild 91 16"OCS Repetitive Glued&nailed construction File Name: SWP321-Tierney(Rev3).BCC lob Name: SWP Description: Level_2019 Wdress: Specifier: DPM ;ity, State,Zip: , Designer: ;ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1144 Misc: I � I .. ,, - ems.: o.--.:_ti.�ti�:.., _�:: _. �..w t„ �. .• .ci:��i ?'. ` !qc S fix: - �.. 32jF1 �.,:. .�u}.= }r?......rr.F,. 3?-i: �.._4Ff mF}a !n a `en•. it3: Yi'i�i'� y!' ii�L•7i.1F2 il}'•'•"3'S'. f,�;,�7it:: (ry'> ' :k:i ;Fg!•.a-M h t; a"s° ?.,Y r•f ,ijA H;:.r r:t u:, !' i. ryw ,.' —�h;'? .y aV. ::r.:7i".•.:::::<: J "c�aaq?}. w:' till 'C:.`�l ",:n,.•. c Ili~ ,}u; 1 ,ra":yr. •.,, F�th :F�0�',shlt - fFdl: i_ 14.03-00 A 10-06-00 A 11-07-14 30 B1,3-1/2" 52,3-1/2" 133,3-1/2" _L 330 Ibs LL 828 Ibs LL 720 Ibs LL 285 Ibs X 78 Ibs DL 191 lbs DL 152 Ibs DL 65 Ibs Total of Horizontal Design Spans=36-04-14 .oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS Standard Load Unf. Area(psf) Left 00-00-00 36-04-14 40 10 16" Load Disclosure :ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 1248 ft-Ibs 28.4% 100% 14 1 -Internal be verified by anyone who would rely on Jeg. Moment -1312 ft-Ibs 29.8% 100% 18 1 -Right output as evidence of suitability for :nd Reaction 404 Ibs 35.3% 100% 14 1 - Left particular application.Output here based nt. Reaction 999 Ibs 34.1% 100% 18 1 -Right on building code-accepted design 0 o properties and analysis methods. ;ont. Shear 557 Ibs 37,4/0 100/0 18 1 - Right Installation of BOISE engineered wood otal Load Defl. L/1561 (0.11") 15.4% 14 1 products must be in accordance with Jve Load Defl. L/1893(0.09") 25.4% 14 1 current Installation Guide and applicable -otal Neg. Defl -0.029" 5.9% 14 2 building codes.To obtain Installation Guide Aax Defl. 0.11" 11.0% 14 1 or ask questions, please call ;pan/Depth 14.4 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMERS,AJSTM dotes ALLJOISTO, BC RIM BOARD TM,BCI&, )esign meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING )esign meets User specified(U480) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM )esign meets arbitrary (1")Maximum load deflection criteria. VE SA-STRANDO,VERSA-STUDS are :ntered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing+ trademarks of Boise Wood Products. 1/2 intermediate bearing L.L.C. ;omposite El value based on 23132"thick sheathing glued and nailed to joist. "OF R.6Fip„�yC� t 3TRUCTI, cn e05T01V ..;:`:_j:•�' (yap Sage 1 of 1 00iS19- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_21D20 1C CALCQ 9.5 Design Report-US ' 1 span No cantilevers 0/12 slope Saturday, January 12, 2 008 01:23 tuild 91 File Name: SWP321-Tierney(Rev3).BCC ob Name: SWP Description: Level_21D20 kddress: Specifier: DPM ;ity, State, Zip: , Designer: .ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1040 Misc: �-'.'t_`�'' Bc'es�' .i � e .,i:,L. u 1 ?:s:.i€:i.,- �i'd?°�Y,.'Nii€i• ': .+r Tz•�.,. '-ec•it} ��'`ryr "�'�'���'�..'�ik! - a:: •l: -.sI{I} e"I!?S. , �€i ur.-T r.. '_tG , ! n 1 J J• u `- tea.. fi..1,�..=li- • �.i-�i a ,��-- • �;...t ..wl.,, i.ti,. i�=� - i , �n. �i„ € _��*;'-' �• 'Aus: t� �t5,c .F •:,s;;c, ;�,:� ".: 'i � �eg�':?�p,•:�sa•_i •1�'�e. ' , }i ?k�' N; �a,,>L'�i�u•`,~-�€:`r_ q;sr'!ils�ii:4"='•�:..�j'� i f.le,•�.. :i!E€:z1.: t. ._ ..... �A,. 4 �•,��s ..�..l�hnt�.......,. :� f �. �r�••• •a�i -••,�.,�c��.�,�'''.,'�••wtr-���,Y�i���� i� �ti, ��€I't,!�•,.__� �:a f1'i>=''S' eam ��'.�;':_zf}•}i�€�i�il� 15-OS-04 so B1 LL 2779 Ibs LL 2779 Ibs DL 830 Ibs DL 830 Ibs Total of Horizontal Design Spans=15-05-04 .oad Summary Live Dead Snow Wind Roof Live aq Descriptlon Load Type Ref. Start End 100% 90% 115% 133% 126% Trtb. Standard Load Unf.Area(psf) Left 00-00-00 15-06-04 60 15 06-00-00 Load Disclosure :OntrOIS Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 13931 ft-ibs 43.7% 100% 1 1 - Internal be verified by anyone who would rely on :nd Shear 3112 Ibs 26.3% 100% 1 1 - Left- output as evidence of suitability for 'otal Load Defl. U454 (0.408") 52.8% 1 1 particular application.Output here based .ive Load Defl. U590(0.314") 61.0% 1 1 on building code-accepted design a properties and analysis methods. Aax Defl. 0.408' 40.8/0 1 1 Installation of BOISE engineered wood ;pan/Depth 15.6 n/a 0 1 products must be in accordance with current installation Guide and applicable dotes building codes.To obtain Installation Guide )esign meets Code minimum(U240)Total load deflection criteria. or ask questions,please call (888)23a-Oo56 before installation. )esign meets Code minimum(U360)Live load deflection criteria. )esign meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER®,AJS-, Ainimum bearing length for 130 is 1-1/2". ALLJOISTO,BC RIM BOARD'" BCI®, Ainimum bearing length for 131 is 1-1/2". BOISE GLULAMT'" SIMPLE FRAMING :ntered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing + SYSTEM(9,VERSA-LAMS,VERSA-RIM /2 intermediate bearingPLUS®,VERSA-RIM®, VERSA-STRANDO,VERSA-STUDS are trademarks of Boise Wood Products, :onnection Diagram L.L.C. b w» �d—� c11 — —V-- • • ✓ f ,ZH OF,ip� i minimum=2" c=6-7/8" minimum= 3" d= 12" STR G„ e minimum= 3" Q, NO 3C, -1 telling schedule applies to both sides of the member. BrosTCN 9ember has no side loads. o nAss. e.,.. :onnectors are: 16d Common Nails :�t.G��,.• vTrG� _ r 'age 1 of 1 Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_21D21 IC CALC®9.5 Design Report- US ' 1 span No cantilevers 0/12 slope Saturday, January 12, 2008 01:23 luild 91 File Name: SWP321-Tierney(Rev3).BCC ob Name: SWP Description: Level—21D21 kddress: Specifier: DPM ;ity, State,Zip: , Designer. ;ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1040 Misc: IT�i. r --!i. ._ d I 4 I ' i I I I I _.. 'L_r3. ��_. i r, 'n r• r.}7; 'I - Va. M11 P If1.LRli 4 :? � /K li'.- ___�� l i r,.. N.a... ee'Si .I r:-.. •- 'Y.r... .. 10-00-00 BO B1 LL 400 Ills LL 400 Ibs DL 1821 Ibs DL 1821 Ibs SL 2400 Ibs SL 2400 Ibs Total of Horizontal Design Spans=10-00-00 -oad Summary Live Dead Snow Wind Roof Live Fag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area(psf) Left 00-00-00 10-00-00 40 10 01-04-00 Unf. Lin. (plf) Left 00-00-00 10-00-00 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 10-00-00 20 10 01-04-00 I Unf.Area(psf) Left 00-00-00 10-00-00 15 30 16-00-00 Load Disclosure .ontrols Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Dos. Moment 11552 ft-Ibs 31.5% 115% 13 1 -Internal be verified by anyone who would rely on End Shear 3639 Ibs 26.7% 115% 2 1 -Left output as evidence of suitability for rotal Load Defl, U846 (0.142") 28.4% 2 1 particular application.Output here based U1395 0.086' 25.8% 13 1 on building code-accepted design _ive Load Defl. ( �) properties and analysis methods. Max Defl. 0.142" 14.2% 2 1 installation of BOISE engineered wood Span/Depth 10.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum(L/240)Total load deflection criteria. ask questions,please call (8 Design meets Code minimum(U360) Live load deflection criteria. 88)234-0056 before installation. Design meets arbitrary(1") Maximum load deflection criteria. BC CALC®, SC FRAMER®,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTM BCI®, Minimum bearing length for B1 is 1-1/2". BO►SE GLULAMTm SIMPLE FRAMING Entered/Displayed Horizontal Span Lenp(s) =Clear Span+ 1/2 min.end bearing+ SYSTEMS?,VERSA-LAM®,VERSA-RIM PLUSQ,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b r+—d a • i e OF • 0. a minimum= 2" c=6-7/8" b minimum= 3" d= 12" STRL.Cn R4 e minimum = 3" No.36951 Nailing schedule applies to both sides of the member. BOSTON Member has no side loads. MASS. Connectors are: 16d Common Nailsp ��^�/Sty tr Page 1 of 1 s Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_2XD23 20 IC CALCQ 9.5 Design Report- US 2 spans Left cantllever 0/12 slope Saturday, January 12, 08 01:24 luild 91 File Name: SWP321-Tiemey(Rev3),BCC ob Name: SWP Description: Level_2023 kddress: Specifier: DPM ;ity, State,Zip: , Designer: :ustomer: Shepley Wood Products Company: Warren Trask :ode reports: ESR-1040 Misc: I I 1 ::�"�t;u-dwa si•. .s _ ?, MCI ,.; �.: =.i!,rrkc 4._5° — fi� � HA: ARsl:!;-_?'-__._ _ .7..._ li,Ssi ..c�` �>� L"a,_, !,`��r..�r,� rl h �1:.-.,.::: ,. ar..._.. 04-03-00 12-00-04 B1 B2 LL 5451 Ibs LL 2975 Ibs DL 2671 Ibs DL 1276 Ibs Total of Horizontal Design Spans=16-03-04 .oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref, Start End 100% 90% 116% 133% 125% Trib. Standard Load Unf.Area (psf) Left 00-00-00 16-03-04 20 10 08-03-00 Unf. Lin. (plf) Left 00-00-00 16-03-04 0 60 n/a Unf.Area(psf) Left 00-00-00 16-03-04 40 10 08-03-00 Load Disclosure :ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 12249 ft-Ibs 38.4% 100% 16 2- Internal be verified by anyone who would rely on leg. Moment -6661 ft-lbs 21.0% 100% 1 1 -Right output as evidence of suitability for :nd Shear -3467 Ibs 29.3% 100% 16 2-Right particular application.Output here based :ont. Shear 4150 Ibs 35.0% 100% 1 2-Left on building code-accepted design o properties and analysis methods. otal Load Defl. U677(0,213 ) 35.5/0 16 2 Installation of BOISE engineered wood ive Load Defl. U910(0.159") 39.6% 16 2 products must be In accordance with 'otal Neg. Defl. -0.21" 42.1% 16 1 -Cantilever current Installation Guide and applicable lax Defl. 0.213" 21.3% 16 2 building codes.To obtain Installation Guide ;pan/Depth 12.1 n/a 0 2 or ask questions,please call (888)234-0056 before installation. lotes BC CALCO,BC FRAMER®,AJST"', resign meets Code minimum(U240)Total load deflection criteria. ALLJOISTO, BC RIM BOARDT"',BCI0, resign meets Code minimum(U360) Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING resign meets arbitrary(1") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, linimum bearing length for B1 is 3". VERSA-STRAND®,VERSA-STUD®are linimum bearing length for B2 is 1-1/2". trademarks of Boise Wood Products, :ntered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min.end bearing+ L.L.C. /2 intermediate bearing ,onnection.Diagram bi• --d C I.. ;I OFA D.Sr o � sTRu^ruRAL 8 NO.3�-951 minimum=2" c=6-7/8" BOSTON minimum= 3" d= 12" MASS e minimum= 3" O.c��cGJ ailing schedule applies to both sides of the member. lember has no side loads. -onnectors are:16d Common Nails 'age 1 of 1 a 30.We' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beamll-evel_21D24 lC CALC(q 9:5 Desjgn Report-US ' 1 span C No cantilevers 0/12 slope Saturday, January 12, 2008 01:25 luild 91 File Name: SWP321-Tiemey(Rev3).BCC ob Name: SWP Description: Level_21D24 ,ddress: Specifier: DPM ;ity, State,Zip: , Designer: ;ustomer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1040 Misc: '.�'raiiF s,• - t t ,!y" :i i,=q"t� j_ ,..1._; ..•}t. 8 •4:. 9" :a ...'�' ii •�,yr� S'' ,ri _ :..) i ra!!��! `, •,� `x'•�'� •�li P 71f:rt}} s tk.�x-.l: •lc•�.i "itll3R^i 1R r. ..r _ ,r5 i i'r.t ' ,',.� y= _. r• ui�u;e r.' •, Y.r�• a". „ .,}tl��i11�%ii'ac.� r....$�.'.l,l•� • r • iSS:. r j�, � p t:•.'.''. v ••1.;K { ,�� e27��1 i.:S � �I',y .•ty •fli� {1�� �• _ �ill'it1�t jYi:i nT.t�_� .:1".LR1''t.�d��'�'� "i� A� •ntL'jd"•�ifl�����'�� �Rtt{r'i+�,r _.—.._...� _ •• ,t.52� x �_..� 't a i•1«'1.._i�•�411# ,. -- 4� �• .P.{`1, ci..tic„5;.: :w,3.�s� 16-02 12 BO B1 LL 2516 Ibs LL 2516 Ibs DL 771 lbs DL 771 Ibs Total of Horizontal Design spans=16-02-12 .oad Summary Live Dead Snow Wind Roof Live ag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib Standard Load Unf.Area(psf) Left 00-00-00 16-02-12 60 15 _ 05-02-00 Load Disclosure ;ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must 'os. Moment 13335 ft-lbs 41.8% 100% 1 1 - Internal be verified by anyone who would rely on nd Shear 2856 Ibs 24.1% 100% 1 1 - Left output as evidence of suitability for otal Load Defl. U451 (0.431") 53.2% 1 1 particular application.Output here based ive Load Defl. U590 (0.33") 61.0% 1 1 on building code-accepted design o properties and analysis methods, lax Defl. 0.431 ' 43.1 /0 1 1 Installation of BOISE engineered wood pan/Depth 16.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable totes building codes.To obtain Installation Guide resign meets Code minimum(U (8 240)Total load deflection criteria. ask questions,please call 88)234-0056 before installation. iesign meets Code minimum(U360)Live load deflection criteria. resign meets arbitrary(1") Maximum load deflection criteria. BC CALC®,BC FRAMERS,AJS-, linimum bearing length for BO is 1-1/2". ALLJOIST®,BC RIM BOARD'", BCI®, linimum bearing length for 61 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING ntered/D is played Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ SYSTEM@,VERSA-LAMJ,VERSA-RIM PLUS®,VERSA-RIM®, l2 intermediate bearing VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, ;onnection Diagram L.L.C. :—j b ram— d —1 c minimum=2" c=6-7/8" OF minimum=3" d= 12" e minimum = 3" STRUCTuiRAL ailing schedule applies to both sides of the member. NO.30951 ember has no side loads. BOSTON onnectors are: 16d Common Nalls MASS. age 1 of 1 Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level_21D25 IC CALC&9.5 Design Report- US 3 spans( No cantilevers 1 0/12 slope Saturday, January 12, 2008 01:26 tuild 91 File Name: SWP321-Tiemey(Rev3).BCC ob Name: SWP Description: Level_21D25 kddress: Specifier: DPM ;ity, State,Zip: , Designer: ;ustomer: Shepley Wood Products Company: Warren Trask .ode reports: ESR-1040 Misc: 7 1 I 2 \' I 3 i116 i 4 i 5 ! i ; II I I I �:',:,r sw,w ic.y,;ii.l tnnaryi,i:.a-?.,iQ 5^" �` :,i.."' .ass,i u"+�f!�aL`•�,r`9.,• a,i�r•;,;> "i4q , r , (''a'.f�.:•:x�`.•_ rr1,#•�?i",I• ..' _.�. �r.vt'-1#tn'„a-.L„:Fs�rnu,i.t!T.h.'3.:'•li.i's'I"I"g�sirt,!•t!-,itr.F�ar+{e i �L k iI•"1:a•u�-.l-!°iz:4(a,�.�'f:.,!.t�i 1'i W�S Jr!'.,H�•"'iI,•':,r:r•yg n,-y I nr1�:,!:,!:.:t4a3 3i.f.�•r:rr hwi a :. f I�i: iW o r...a,."? . 01 .'.° .i Ry 13-00-00 06-09-00 06-09-13 BO B1 B2 B3 LL 3561 lbs LL 15472 lbs LL 12011 lbs LL 2293 lbs DL 1850 lbs DL 7873 lbs DL 4576 lbs DL 841 lbs SL 834 lbs SL 3978 lbs SL 1933 lbs SL 460 lbs Total of Horizontal Design Spans=26-06-13_ -oad Summary Live Dead Snow Wind Roof Live fag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. I Standard Load Unf.Area(psf) Left 00-00-00 26-06-13 40 10 09-04-00 ? Unf. Lin. (plf) Left 00-00-00 11-08-08 0 80 n/a Unf. Lin. (plf) Left 19-09-00 26-06-13 0 80 n/a l Unf.Area(psf) Left 00-00-00 11-08-08 30 10 09-04-00 Unf.Area(psf) Left 19-09-00 26-06-13 30 10 09-04-00 ; Trapezoidal(plf) Left* 00-00-00 30 60 n/a 11-08-08 180 360 n/a T Trapezoidal (plf) Left 19-09-00 180 360 n/a 26-06-13 30 60 n/a 3 Reaction from Level_31D26 a...Cone. Pt. (lbs) Left 16-00-08 16-00-08 540 603 809 n/a 3 Reaction from Level 31D27 a...Cone. Pt. (lbs) Left 11-08-08 11-08-08 606 650 844 n/a 10 Reaction from Level 3027 a...Cone. Pt. (lbs) Left 16-00-08 16-00-08 606 682 909 n/a 11 Reaction from Level_3026 a...Cone. Pt. (lbs) Left 19-09-00 19-09-00 540 574 752 n/a 12 Reaction from DesignslLOA... Cone. Pt. (lbs) Left 16-00-08 16-00-08 11879 4375 n/a Load Disclosure COntTOIS Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 21813 ft-lbs 51.3% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -27609 ft-lbs 56.4% 115% 17 1 - Riqht output as evidence of suitability for End Shear 5126 lbs 28.2% 115% 13 1 - Left particular application.Output here based Cont. Shear 13611 lbs 86.2% 100% 18 2-Left on bunting code-accepted design properties and analysis methods. Uplift 277 Ibs n/a 16 3-Right Installation of BOISE engineered wood Total Load Defl. U663 (0.235") 36.2% 13 1 products must be in accordance with Live Load Defl. U900 (0.173") 40.0% 13 1 current Installation Guide and applicable Total Neg. Defl. -0.023" 4.5% 13 2 building codes.To obtain Installation Guide Max Defl. 0.235" 23.5% 13 1 or ask questions,please call Span/Depth 13.1 n/a 0 1 (888)234-0056 before installation. BC CALCO, BC FRAMER®,AJST", C8Ut10TlS ALLJOIST®, BC RIMBOARDT" BCI®. Uplift of 277 lbs found at span 3-Right. BOISE MO,VE SIMPLE FRAMING SA-RI SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-S ERSA-STUD®are Design meets Code minimum(U240)Total load deflection criteria. trade a' ® Products, Design meets Code minimum(U360) Live load deflection criteria. L.L. Design meets arbitrary(1") Maximum load deflection criteria.� e'�t Minimum bearing length for SO is 1-1/2", Minimum bearing length for 131 is 5-1/4". cy Minimum bearing length for B2 is 3-1/2". iU •3 1 Minimum bearing length for 63 is 1-1/2". E Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing ONAL �'• Page 1 of 2 3OiSS" Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_2=5 tC CALC®9.5 Design Report-US . 3 spans J No cantilevers J 0/12 slope Saturday, January 12, 2008 01:26 luild 91 ' File Name: SWP321-Tierney(Rev3).BCC ob Name: SWP Description: Level_21D25 ,ddress: Specifier: DPM i :ity, State,Zip: , Designer: :ustomer: Shepley Wood Products Company: Warren Trask :ode reports: ESR-1040 Misc: :onnection Diagram _ Disclosure ;•! b d- Completenesbe verified by anyone anyone who w and accuracy of input must would rely on output as evidence of suitability for • • • �.i particular application. Output here based i`•, on building code-accepted design inerties and analysis methods. stallation of BOISE engineered wood J } products must be in accordance with •-- • `�-;f: ' current Installation Guide and applicable "- building codes.To obtain Installation Guide or ask questions,please call minimum=2" c=7-7/8" (888)234-0056 before installation. minimum=2-1/2"d=24" ohnection design assumes point load is'top-loaded'. For connection design of point loads, AL CALC®, , B FRAMER®,AJST'" lease consult agtechnical reresentative or professional of Record. g p BOISE ST®, BC RIM SIMPLE FBOARD " ING, eams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from each side. BOISE S,VE -LAMO, FRAMING olts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSA-1 AM®,VERSA-RIM lembe�has no side loads. PLUS®,VERSA-RIME oncentrated toads are not considered in side load analysis. VERSA-STRAND®,VERSA-STUDs,are trademarks of Boise Wood Products, onnectors are: 1/2 in. Staggered Through Bolt L.L.C. ' age 2 of 2 Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_31D26 C CALCO 9.5 Design Report-US . 1 span No cantilevers 1 0/12 slope Saturday, January 12, 2008 01:36 ulld 91 ' File Name: SWP321-Tierney(Rev3).BCC ob Name: SWP Description: Level_31D26 ddress: Specifier: DPM ity, State,Zip: , Designer. ustomer: Shepley Wood Products Company: Warren Trask ode reports: ESR-1040 Misc: i ( r z --- - -- --i — - i i4�...=^,v: Y,i:a:'' - 9 is .lf''�, g : u.2-,ri..:•�,.N. .i i:ks':.+ii-'7�''uV::�.�;��r. '!"'T� W! .a.-�:' �,..�ry�� +n•+ b ,�'.of �I - - n. .,�` '$ �: .- ••'" - u tr- u•.•i:.a.,.. i::51'd' 1. rR`t. �S}: a I+jiid:Firc;Z.�y '•i'�'�rani-_.1.t I11"i{,+i,,E,+'j'�€=::,� :i'•„^:: i.., •r - -��_. , ,:a��Y,,� � �r^ 1-' ��zU.��'�:ii' il (n.�. .;�;�• fT )s.:,..�_Ir��4_:,.a i.�:��;-,��p{;�li �r� is'�'�-'�k_i'�.'i 1�.�-;'�':f'fi C���,�iV it a-f - .n?#1 r• Yi , •� ,� In. Ir. �t tl. ...I :f.irt•• MIN so y.S..��� �.,� ,�':� � ��—� - - - -- •. � .�.� ,I•i[•:1--_::, ..Y';�p'�'.�wL.:.fvl'� ._.._`.�:i.`-�-.:::icunl�u�1 :.i:ir<!:y - BO B1 LL 540 Ibs LL 540 Ibs DL 603 Ibs DL 574 Ibs SL 809 Ibs SL 752 Ibs Total of Horizontal Design Spans=03-10-04 Dad Summary Live Dead Snow Wind Roof Live igDescription Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb Standard Load Unf.Area (psf) Left 00-00-00 03-10-04 30 10 09-04-00 Trapezoidal (plf) Left 00-00-00 225 450 n/a 03-10-04 180 360 n/a Load Disclosure ontrols Summary value %Allowable Duration Case Span location Completeness and accuracy of input must )s. Moment 1839 ft-Ibs 11.5% 115% 2 1 - Internal be verified by anyone who would rely on id Shear -1054 ibs 14.5% 115% 2 1 - Right output as evidence of suitability for )tal Load Defl. U4705 (0.01") 5.1% 2 1 particular application.Output here based ve Load Defl. U6801 (0.007") 5.3% 2 1 on building code-accepted design ax Defl. 0.011, 1.0% 2 1 properties and analysis methods. Installation of BOISE engineered wood pan/Depth 4.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable otes building codes.To obtain Installation Guide ?sign meets Code minimum (U240)Total load deflection criteria. or ask questions,please call :sign meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. asign meets arbitrary(1") Maximum load deflection criteria. BC CALC(D, BC FRAMER®,AJS-, inimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-, BCI®, inimum bearing length for 131 is 1-1/2". BOISE GLULAMTM" SIMPLE FRAMING itered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM 2 intermediate bearing PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, onnectlon Diagram L.L.C. c •.[. . i- 'Tyi OF minimum=2" c= 5-1/2" G minimum= 3" d = 12" NO.MI amber has no side loads. BO �N Innectors are: 16d Common Nails MASS, I ige 1 of 1 301SIE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_3027 ui CALC0,9.5 Design Report-US uild 91 1 span No cantilevers 0/12 slope Saturday, January 12, 2008 01:36 , File Name: SWP321-Tierney(Rev3).BCC )b Name: SWP Description: Level_31D27 ddress: Specifier: DPM ity, State,Zip: , Designer: ustomer: Shepley Wood Products Company: Warren Trask ode reports: ESR-1040 Misc: l �.. .�±_. ...�-•-- - � fir_--- T. sv--_v. r, r. ° i''" .ir 3, f. t'• _ �3._ ;`f "f..„y: ''.�.R,- f� d3 - r, Nre' f.�it 8�i ?ti+: u! �&'n. •-1., i(y f,!• 4�,;n'.11 't�: '•�nril�i�'f.�'yi"I!l j'�33,L�•i �ia:f•r 4r "i d f (',I,!F e. �' t:.t -r^•�-�rr..- I I' .S �� *:. '��; � Nan:•- 9' �-:�.. tl!�^'i„ '!' f.'�_'•i`d? �:15�•?:�, •�•',�:` n]i ,•i b•-: 4 � � >�f ,ft,,;f uTl�i i}�j� :u:... �- tU , !, ii�•°>�.lch'I- ^i F1 I S;:t f����_w._� :f+f.f...��•_ :i.. .ia.��.r i$4: ziilf���='rfY":���J�rc??t"lift'�t �nl�tf�-��_.•ISSi• •p r'�� zx� f "�_-�� •r. i1�i.,�i� Q4-03-�5 BO 81 LL 606 Ibs LL 606 Ibs DL 650 Ibs SL 844 Ibs DL S4 09 909 Ibs Ibs Total.of Horizontal Design Spans=04-03-15 gad Summary Live Dead Snow Wind Roof Live ig Description Load Type Ref, Start End 100% 90% 115% 133% _ 125% Trlb Standard Load Unf.Area (psf) Left 00-00-00 04-03-15 30 10 09-04-00 Trapezoidal(plf) Left 00-00-00 180 360 n/a 04-03-15 225 450 n/a Load Disclosure ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must )s. Moment 2326 ft-Ibs 9.5% 115% 2 1 - Internal be verified by anyone who would rely on id Shear 1100 Ibs, 12.1% 115% 2 1 -Left output as evidence of suitability for ital Load Defl. U6466 (0.008") 3.7% 2 1 particular application.Output here based de Load Defl. U9369 (0.006") 3.8% 2 1 on building code-accepted design ax Defl. 0.008" 0.8% 2 1 properties and analysis methods. Installation of BOISE engineered wood )an/Depth 4.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable Dtes building codes.To obtain Installation Guide :sign meets Code minimum (U240)Total load deflection criteria. or ask questions,please call ;sign meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. :sign meets arbitrary (1") Maximum load deflection criteria. BC CALC®, BC FRAMER®,AJST'", nimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTM,BCI®, nimum bearing length for 61 is 1-1/2". BOISE GLULAM-,SIMPLE FRAMING itered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min_ end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM Z intermediate bearing PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, 3nnectlon Diagram L.L.C. .-I b .a..- d..._. i c �H OF G. t • D.Sta ninimum=2" c=7-7/8" in ��AL ninimum = 3" d= 12" BOSTt)j f imber has no side loads. MASS nnectors are: 16d Common Nails ge 1 of 1 Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\-Level_1XD39 3C CALC9.9.5 Design Report-US- 1 span j No cantilevers 0/12 slope Saturday, January 12,2008 00:31 iuild 91 File Name: SWP321-Tierney(Rev3).BCC lob Name: SWP Description: Level_1039 kddress: Specifier: DPM ,ity,State,Zip: , Designer: ;ustomer: Shepley Wood Products Company: Warren Trask :ode reports: ESR-1040 Misc.. ! y a "1 .u. .a i. �''" •{1 ,.1r. it .ill :n I' `fir '.: `r1'Iieliryl�%? u•n�urFglrn..i•i"i..�,.....1 t141}I `�` 3L .� -rtx c�. �;.:.• '1'•' lliltr S 1 r•::..I:. .i`;fy1,aM1; ', i:. .ix S::' .!� .J i. "!',-�_'a1' •+l!!{r ��1 n! 'd�. ke.:l('� 'xl�i!,'}.i..y.ird!s:•.i.l:;'�I;GSiici=`:4!: �"'liii',s i - w.e�' ,., ril. ,�. "�.'Ir. �� !m!�!�ft'='�`lil{z' �.>l,�•. g2!'FEiErt�rct:i!i-,'ltd�:dA:cfp.��....n:;a; ...:.....n...... s_ 18-02-14 BO B1 LL 1307 Ibs LL 1935 Ibs DL 684 Ibs DL 1079 Ibs Total of Horizontal Design Spans=18-02-14 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 18-02-14 40 10 01-04-00 2 Reaction from Level 11D38 a...Conc. Pt. (Ibs) Left 10-00-00 10-00-00 1371 589 n/a 3 Reaction from Level_1XD37 a...Conc. Pt. (Ibs) Right 04-01-00 04-01-00 898 611 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 15696 ft-Ibs 49.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -2924 Ibs 24.7% 100% 1 1 - Right output as evidence of suitability for Total Load Defl. U381 (0.574") 62.9% 1 1 particular application.Output here based 0.377" 62.0% 1 1 on building code-accepted design Live Load Defl. U581 ( ) properties and analysis methods. Max Defl. 0.574" 57.4% 1 1 Installation of BOISE engineered wood Span/Depth 18.4 n/a 0 1 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Notes Design meets Code minimum(L/240 Total load deflection criteria. (8 ask questions,please call g ) (888)234-0056 before installation. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO. BC FRAMER®,AJSTM Minimum bearing length for SO is 1-1/2". ALUOISTO,BC RIM BOARD'"" BCI®, Minimum bearing length for B1 is 1-1/2 BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min.end bearing+ PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. .fib r...--d--.. a14 FRO \\. 'S No.3@g51 �1 a minimum = 2" c=6-7/8" BOS1C w b minimum= 3" d= 12" MASS. e minimum= 3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connebtors are: 16d Common Nails t l i l7 i Page 1 of 1 Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_11D40 C CALC(�9.5 Design Report-US 1 span I No cantilevers; 0/12 slope uild 91 Sunday, January 13, 2008 16:18 File Name: SWP321-Tiemey(Rev3).BCC �b Name: SWP Description: Level_11D40 ddress: Specifier: DPM ity, State,Zip: , Designer: ustomer: Shepley Wood Products Company: Warren Trask ode reports: ESR-1040 Misc: — - --- _ i i I .t T r. "•� � "Fi',.: „.- '.`�i9:F�'i,. -�F`'�.�'-".sF}"F•m ':!- :i•A,j.-Zijs• �s;._.� ...ti• .t;:c--3F-, �-?ir. n u, ai'=Ri• - x� � ,�f'�.•.-^,• n ::kRihJ :� x x .�.>' :^ :rlr��.:v!5�:�i t:?� y<k; ..•�f. ,.,T:Irs:S?f:�_ygt ,n'- .='G.k� :i:rflf^af��i?:' .e. '•,� '�.'::- �aii•:.� f H u�k _.} � � ;�'_y:., =e� � �'i!GNI:.YiiR•a:+.�" n,��...Ft�s"-�:+t�� 'r++r f�;�• ="cam'-'•�'�•r�:x f!�,�;;+�,!�}�„.1!v"•• iu'1�"�1�y'•�5L'�s�,! �' r-�-s� v -_.���� _� '4��?"" n I�,:.yr.:u;;ftil!I'=. ��.'• rlc'� � 9<l �11 �� 7:1.:.. 112 ! e•@ !li n ;c_ —L�.t- � 80 B1 LL 2856 Ibs LL 2856 Ibs DL 762 lbs DL 762 Ibs Total of Horizontal Design Spans=08-02-06 oad Summary Live Dead Snow Wind Roof Live ►_g Description Load Type Ref. Start End _ 100% 90% 115% 133% 125% _ Trib. Standard Load Unf.Area(psf) Left 00-00-00 08-02-06 40 10 17-05-00 Load Disclosure on_trols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Os. Moment 7413 ft-Ibs 34.8% 100% 1 1 - Internal be verified by anyone who would rely on id Shear -2689 Ibs 34.0% 100% 1 1 -Right output as evidence of suitability for stal Load Deft. U1072 (0.092") 22.4% 1 1 particular application.Output here based ve Load Defl. L/1357(0.072") 26.5% 1 1 on building code-accepted design ax Defl. 0,092" 9.2% 1 1 properties and analysis methods. Installation of BOISE engineered wood Dan/Depth 8.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable otes building codes.To obtain Installation Guide esign meets Code minimum (U240)Total load deflection criteria. or ask questions,please call esign meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. esign meets arbitrary (1")Maximum load deflection criteria. BC CALCO, BC FRAMERO,AJS rm, inimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARDTm,BCI@, inimum bearing length for B1 is 1-1/2". BOISE GLULAM- SIMPLE FRAMING itered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min.end bearing+ SYSTEMS,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, 2 intermediate bearing VERSA-STRANDO,VERSA-STUDS are trademarks of Boise Wood Products, onnection Diagram L.L.C. . b d.. • -` c • X, minimum=2" c=7-7/8" -�y(HOFM�q minimum= 3" d= 12" ;tuber has no side loads. O2D !nnectors are: 16d Common Nails STREICTURAL NO.30951 BOSTON Ui MASS. age 1 of 1 Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel_I kD41 3C CALCg 9.5 Design Report-US. 4 spans No cantilevers 0/12 slope Saturday, January 12, 2008 00:31 3uild 91 File Name: SWP321-Tierney(Rev3).BCC lob Name: SWP Description: Level_1\D41 \ddress: Specifier: DPM ,ity, State, Zip: , Designer: customer: Shepley Wood Products Company: Warren Trask ;ode reports: ESR-1040 Mise: :II'.4-. r u>_ i v }• .. rast��`�V iili r .n'ii '-'`P]i ! H'.''R.OG lrr'.�ti"..�r,-��.'3qv't•,.•� 'r;k.°__-,a_ ••r:c•rn�"�X:' (~J '" t e':'1 ! rci r. t3 , _ t t __ .�! z'sy_ '3�r•{tfa•}•li r'i .'R-.''�!-:.j.n...,:i - 't ,r• I Y _ �-' :ra�•-r• .f •d!;.•,.i•%ir 3 fS i• , u '¢at!n-' L'vit:q unoLi;h ,��ir..l :!fii'i:a.�' ..� •� .. �+ •- d�i�;rar.r�?�-� ! ,�r •:�••Pr•,,�•y3.�uR •,i:,!: '! �;'s,�'F,�:'�,t�S�e�iy��.I: �n:�N;:S°�`f�:rrf,,: _ - r,'tt.t r ME�3'nr_„. }; •9•.• ••� ... y A r � e 1 r t � .t`rrEudu 'li�3i 1^, ;d d �:...:•I n � ::t, '^ :tlriF..ru�da.'kir'se .n t 1. ..iz •r L'r"t, Yp..jSil�w�=�r':r-f=.•kz::. - a��i�..;.Z?'�� >_ r.P�i>;fn,_..... � .: :.. _.. t_, I., ct.•_•Y:d.�,_ir,.e�:::'.....,......_ �.�. i 71t:1'{.o-:;]u:3!_Y � �_'Si�l��d�Ei,�Ms..L_-��:::::Eni% 52-06-00 �- 09.00.00 08-10-12 O5 OH-00 BO 131 132 133 84 LL 1701 lbs LL 6218 lbs LL 4436 lbs LL 2407 lbs LL 973 lbs DL 458 lbs DL 1799 lbs DL 1021 lbs DL 577 lbs DL 229 lbs Total of Horizontal Design Spans=34-00-12 -oad Summary Live Dead Snow Wind Roof Live rag Description Load Type Ref. Start End 100% 90% 115% 133% 925% Trib. I Standard Load Unf. Area(psf) Left 00-00-00 34-00-12 40 10 08-00-00 2 Reaction from Level-1 040 a...Cone. Pt. (lbs) Left 15-09-12 15-09-12 2855 762 n/a Load Disclosure 4ontrols Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must cos. Moment 7035 ft-lbs 22.0% 100% 16 2-Internal be verified by anyone who would rely on Veg. Moment -8410 ft-lbs 26.4% 100% 18 1 -Right output as evidence of suitability for End Shear 1716 lbs 14.5% 100% 14 1 -Left particular application.Output here based :,ont. Shear 4260 lbs 36.0% 100% 18 2-Left on building code-accepted design properties and analysis methods. Total Load Defl. U1619 (0.093") 14.8% 14 1 Installation of BOISE engineered wood _ive Load Defl. U1940(0.077") 18.6% 14 1 products must be in accordance with rotal Neg. Defl. -0.02" 4.1% 16 1 current Installation Guide and applicable Max Defl. 0.093" 9.3% 14 1 building codes.To obtain Installation Guide Span/Depth 12.6 n/a 0 1 or ask questions,please call (888)234.0056 before installation. Notes BC CALCO,BC FRAMER®,AJS-, Design meets Code minimum(U240)Total load deflection criteria. ALLJOISTO, BC RIM BOARDT"" BCIO, Design meets Cade minimum (U360)Live load deflection criteria. BOISE GLULAMT°° SIMPLE FRAMING Design meets arbitrary 1") Maximum load deflection criteria. SLUS1),�,VERSA-LAM®,VERSA-RIM g rY( PLUS®,VERSA-RIM®, Minimum booring longth.for BO le 1.1/2". VC171CA-CT171ANDO,VC171CA-CTUD®ore Minimum bearing length for B1 is 3". trademarks of Boise Wood Products, Minimum bearing length for 132 is 3". L.L.C. Minimum bearing length for 133 is 3". Minimum bearing length for B4 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min. end bearing+ 1/2 intermediate bearing Connection Diagram � *X-"•�1---s b d c �. 80ST1?y trr is MASS, a minimum=2" c=6-7/8" - b minimum=3" d= 12" C e minimum=3" O Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Nailing schedule applies to both sides of the member. Member has no side loads. CConcentrated loads are not considered in side load analysis. Page V r Tre: 16d Common Nails SOiSIE. Single 11-7/8" AJSTM 20 MSR Joisiftevel_IM42 3C CALC®9.5 Design Report_ US 2 spans I No cantilevers 1 0/12 slope Saturday, January 12,2008 01:15 Build 91 16"OCS I Repetitive Glued&nailed construction File Name: SWP321-Tiemey(Rev3).BCC Job Name: SWP Description: Level_1042 address: Specifier: DPM City, State,Zip: , Designer: :ustomer: Shepley Wood Products Company: Warren Trask erode reports: ESR-1144 Misc: n t.. ��..;,., [.•• 7 rt ;illPyr•'•y'•. q , , -,•yam. . 0 di ;� �' ,.' !•'i1' �-.iti°$: � ',iltl` i'f�•.'ry. ,E... riS"i''i�?'! '•^n-~ "• li'f's••�';Ir.:�'�"''; ':s �'..�. -y. ,�{ ••; ' ...o.. 7- �`,. an. .,. g..•;»,c{t•Ct'^!'f4"' .A: $ .� . . �a Y^.II .I.. :�'v:'�-:.'I E, '.u'" d d: N f M l z r.:5n Y ..s wk:' .:. n Cs:i}k iFw'a,F: a3 aLd}i.Af6�bs i:��_Ir: v_,�ii _L�a® = 1','l iE ` ,:Yitx"� n"lam 18-02-14 A 16-06-14 BO,1-112" B1.3-1/2" B2.1-1/2" LL 423 lbs LL 1163 lbs LL 389 lbs DL 94 lbs DL 291 lbs DL 80 lbs Total of Horizontal Design Spans=34-09-12 j Load Summary. Live Dead Snow Wind Roof Live rag DescriptionLoad Type Ref. start End 100% 90% 115% 133% 125% OCS ---------- --- t Standard Load Unf.Area (psfl Left 00-00-00 34-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must cos. Moment 2000 ft-lbs 45.5% 100% 14 1 - Internal be verified by anyone who would rely on Veg. Moment -2542 ft-lbs 57.8% 100% 1 2- Left output as evidence of suitability for End Reaction 512 lbs 44.8% 100% 14 1 - Left particular application.Output here based o a on building code-accepted design nt. Reaction 1434 lbs 48.9/0 100/0 1 1 - Right properties and analysis methods. Cont. Shear 738 lbs 49.5% 100% 1 1 -Right Installation of BOISE engineered wood Total Load Deft_ U822 (0.266") 29.2% 14 1 products must be in accordance with _ive Load Defl. U963(0.227") 49.9% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.065" 13.1% 14 2 building codes.To obtain Installation Guide Max Defl. 0.266" 26.6% 14 1 or ask questions,please call Span/Depth 18.4 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOISTO,BC RIM BOARD" ,SCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT", SIMPLE FRAMING Design meets User specified (U480) Live load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets arbitrary 1" Maximum load deflection criteria. PLUS®,VERSA @,VE, 9 ry{ ) VERSA-STRAND®,VERSA-STUD®are Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min.end bearing+ trademarks of Boise Wood Products, 1/2 intermediate bearing L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. OF STRUCTURAL NO.3051 BOSTON WASS. Page 1 of 1 cs - ' 10/19/2007 08:54 5088889609 MAP INSULATION PAGE 01/08 Permit# Permit Date REScheck Software Version 3.7.3 .A Compliance Certificate CJ Project Title:THOMAS J OWEILL Report Date: 10119/07 Data filename:Untitled.rck Energy Code: 2000 IECC Location: Osterville,Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 451 WIANNO RD OSTERVILLERVILLE.MA •�Assembly ..: �.. Ceiling 1:Flat Ceding or Scissor Truss: 3400 30.0 0.0 119 Wall 1:Wood Frame.I6"o.c.: 4570 19.0 0.0 240 Window 1:Wood Frame:Double Pane: 566 0.340 193 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 3400 19.0 0.0 160 Furnace 1:Forced Hot Air.85 AFUE Compliance Srafemeat:The proposed building design described here is consistent with the building plans,specifications.and other Calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements In REScheck t and to comply with the mandatory requirements listed inn tthhe�REScheck Inspection Checklist. ,/-� Builder/De ' r Company Name Date THOMAS J O'NEILL Page 1 of 4 I _ 10/19/2007 08:54 5088889609 MAP INSULATION PAGE 02/08 REScheck Software Version 3.7.3 Inspection Checklist Date: 10/19/07 _ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16"o.c„R-10.0 cavity insulation Comments: Windows: (3 Window 1:Wood Frame:0ouble Pane,U-factor:0,340 For windows without labeled ll-factors,describe features: Panes—Frame Type Thermat Break? Yes,No Comments: Floors: Q Floor 1:All-Wood Joist/Truss-.over Unconditioned Space,Ft 19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.85 AFUE or higher Make and Model Number. Air Leakage: Q Joints,penetrations.and all other such openings in the building envelope that are sources of air leakage must be sealed. Q Recessed tights must be 1)Type IC rated,or 2)Installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC,rated,the fixture must be Installed with a 3"clearance from insulation. Vapor Retarder. ❑ Required on the warm-imointer side of all non-vented framed ceilings,walla,and floors. Materials identification: ❑ Materials and equipment must ba installed in accordance with the manufacturer's installation Instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U4actors,and heating equipment elflclency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces must be Insulated to R•9.Ducts outside the building must be insulated to R-6.5. Duct constructltm: p All jolnts,seems,and connections must be securely fastened with welds.gaskets,mastics(adhesives). mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-typo longitudinal joints and seams on duds operating at toss than 2 in.w.g.(500 Pa). Q The MVAC system must provide a means for balancing air and water systems, TMOMAS J O'NEILL Page 2 of 4 C'10/19/2007 08:54 5088889609 MAP INSULATION PAGE 03/08 Temperature Controls: i Q Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ❑ Water heaters with vemeal pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels In Table 1. Swimming Pools: Q All heated swimming pools must have an on/off heeler switch and require a cover unless over 20%of the heating energy is from non-depletable sources,Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be Insulated to the levels in Table 2. t _. THOMAS J O'NEU Page 3 of 4 "3310/19/2007 08:54 5088889609 MAP INSULATION PAGE 04/08 r Table I:Minimum Insulation Thickness for Circulating Not Water P/pas Insulation Thickness in inches by Pipe Sizes Heated Water Non-Circufating Runouts Circulating Mains and Runouts Temperature("F) Up to 11, Up to 1.25" 1.5"to 2,0" Over 2" 170-lao O.b1.0 15 0 140.169 0.5 0.5 .0 1.5 0.5 100-139 0.5 16 1.5 p.5 1.0 Table 2:Minimum insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Plpin S tem T es Renge` (°F) z"Rnouts 1"and Less 1.25"to 2.0" 2.5•to 4' Heating Systems Low Pressure/Temperature 201.250 1.0 1.6 Low Temperature 120.200 1.5 2.0 Steam Condensete(for feed water) 0.0 1.0 1.5 1.5 Any 7.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40.55 0.6 Brine Below 40 p �.0 10.75 1.0 1.5 NOTES TO FIELD:(Building Department use Only) THOMAS J O'NEILI '- —-- -- --•••_. __. _ Page 4 of 4 • OUITgLAIM DEED I, MICHAEL E. TIERNEY, of West Roxbury, Suffolk County, Massachusetts, being Trustee of the TIERNEY FAMILY TRUST under a declaration of trust dated March 16, 19871,,^ recorded with the Land Registration Office for the Registry District of Barnstable County with Certificate of Title No. 114100, for consideration paid, and in full consideration of less than One Hundred Dollars ($100.00) , grant to PATRICIA R. POWER, of 35 Grayfield Ave. , West Roxbury, Massachusetts, with quitclaim covenants: the land together with the buildings thereon, situated in Barnstable (Osterville) in the County of Barnstable, Commonwealth of Massachusetts, and bounded and described as follows: Northeasterly by Wianno Avenue, . one hundred twenty-five (125) feet; Southeasterly and Easterly by lot B-3 (plan 1818-D) , one hundred seventy-seven and 53/100 (177. 53) feet; Southwesterly by a portion of Lot 36 (plan 7685-M) , one hundred thirty-six and 52/100 (136.52) feet; and Northwesterly by lot 39, one hundred seventy-five (175) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 7685-0 dated December 24, 1956, drawn by T.H. Stegmaier, C.E. , and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Regiitration Book 150, Page 70 with Certificate of Title No. 20130 and said land is shown thereon as Lot 40. Said land is subject to a Taking of Wianno Avenue by the Town of Barnstable, dated March 26, 1941, being Document No. 12,923. For my title see Certificate of Title No. 114100 located in Barnstable County Registry District . Witness my hand and seal this day of �993. Z,"-MICHAEL E. TIE , Trustee of the ERNEY FAMILY TRyS�'� COMMONWEALTH OF KASSACHUSETTS SS SUFFOLK COUNTY ) I Then personally appeared the above-named MICHAEL E. TIERNEY, Trustee as aforesaid, on this 9th day of September, 1993, and acknowledged the foregoing instrument to be his free act and deed before me, n r Notary Public My commission expires: 5'S� F r - r TRUSTEES CERTIFICATE TIERNEY FAMILY TRUST I, MICHAEL E. TIERNEY, Trustee of the TIERNEY FAMILY TRUST, under a Declaration of Trust dated March 16, 1987, recorded with the Land Registration Office for the Registry District of Barnstable County, with Certificate of Title No. 114100, hereby certifies that: 1. I am presently 'a Trustee of said Triist beneficiary; 2. Said Trust is now in full force and effect; 3. Said Declaration of Trust has not been altered or amended or terminated; 4. I have been directed by all of the beneficiaries of said Trust to convey the property at 451 Wianno Avenue, Osterville, MA, to PATRICIA R. POWER, for less than One Hundred Dollars ($100. 00) ; 5. I am not under any disability or other illness and have full capacity to transact ordinary business. 6. No beneficiary is a minor Aa corporation' selling all 'or substantially all of its Massachusetts assets, or a personal representative of an estate subject to estate tax liens. Executed under seal this 9th day of Sept mber, 1993. MICHAE1, E. TIE COMMONWEALTH OF 14ASSACHUSETTS Suffolk, ss. September 9, 1993 I Then personally appeared the above named MICHAEL E. TIERNEY, Trustee as aforesaid, and acknowledged the foregoing instrument to be his free act and deed as Trustee before me. Notary Publi ,,.� � �.•• •••• �f.,J� My Commission ir BARN STABLE REGISTRY Of DEEDS ` o r�`aY��Q..•,''. ' BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F. 0 ;4V3ii '3 mHOP 1 W G s 113a Jo Ansis3Y i �, December 7, 2007 Nstar PO Box 4508 Woburn, MA 01888-4508 Re: Shut off for Demolition 451 Wianno Ave Osterville, MA 02655 Attn: Mrs. Feeney I Patricia R. Power homeowner of 451 Wianno Ave, Osterville, MA, request a shut off for the purpose of demolition. My account#is 7014210490075 My Mailing and home address: 35 Grayfield Ave West Roxbury, MA 02132 Home Phone 617-325-0432 Email powerprp@aol.com I would like the service shut off ASAP The wires are underground My meter#is 2268255 AT k ay . atrici R. Power December 7, 2007 C.O.M WATERDEPARTMENT P. 0. BOX 369 1138 MAIN STREET OSTERVILLE, MA 02655-0369 Re: Shut off for Demolition 451 Wianno Ave Osterville, MA 02655 1 Patricia R. Power homeowner of 451 Wianno Ave,Osterville, MA, request a shut off for the purpose of demolition. My account#is 2120 Home mailing address 35 Grayfield Ave West Roxbury, MA 02132 Home Telephone 617-325-0342 Email powerorr,@aol.com l would like the service shut off ASAP Tha u Patricia R. Power 4 Y ' 1 01/05/2008 21:59 6174690800 TIERNEY PAGE 02/02 Aff OneNSTARWay E,6 EC*R/C Westwood,Massachusetts o2090 GA.9 '[OWN OF BARNSTABLE 2006 JAN -8 Aft 11: 54 December 26, 2007 ' UIUIS't�)P Patricia R. Power 35 Grayfield Avenue West Roxbury, MA 02132 RE: 451 Wianno Ave., Osterville, MA 02655 Dear Patricia R. Power: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of 12126/07, the electric service to 451 Wianno Ave.. Osterville, MA, has been removed. I Based on this information,there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (781), 441-3040. Sincerely, Marion Feeney , New Customer Connects DEC/27/2007/THU 11 :20 AM C-0-MM WATER DEPT. FAX No. P. 002 Centerville-Osterville-MMarstons Mills Water][Department P.O.BOX 369-1138 MAIN STREET OSTER'1 ILLE,MASSACHUWM 02655 0' lot— ofKa OF u WATER BOARD OF WATER COMM6SSIONERS �y WATER SUP&R.MENnSK Ado DEFT. TEL.No.309428-6691 w5 FAX No.508.428-3508 December 26,2007 iTown of Barnstable Building Dept. 367 Main Street J Hyannis,MA 02601 Re:Account#2120 -Patricia Power 451 Wianno Avenue Osterville,MA Gentlemen: , On Wednesday, December 26, 2007 we disconnected the water service at the water main for the property mentioned above. It'is our understanding that the house will be demolished,re-built in the future and will have a new water service installed at a later date. if you have any questions,please call our office at 508-428-6691. Very truly yours, *Craicker deznt-- --------- --- — — CC/jw 01/05/2008 21:59 6174690800 TIERNEY PAGE 01/02 JAN-08-E008 TUE 11:38 Ali KEYSPAN ENERGY FAX NO. 508 394 5019 P. 01 TOWN, OF OARNS1ABLE 2006 JAN--8 AID i 1: S4 ��� DIYiSI(1t� 127 Whitcs Patti Smith Yarnwmh,MA 0266-1 r Jamrary 8, 2008 Micltacl 'Ticrncy PAX: 617.-325-0342 RI 451 Wianno Mo., Osterville This is to confirm that the natural gas line to the above address has been cut and capped as requcsted. 'Phis was donc on J'amiary 7, 2008. If you have any questions please call me at 508-760-7481. 71) humn McMullin hick! Coordinator Keyshan Delivery Company •oo, � MAP 163, PARCEL 002 451 WI ANNO AVE. � OSTERVILLE, MA DO 1po� ° 0 htK h C9 EX. DWELLING 6 - /65• 6' 17 •sue' F / G• - CERTIFIED TT® T PLA7V PREPARED FOR GREG MURPHY I CERTIFY THAT- THE IMPROVEMENTS SHOWN 1119 WASHINGTON STREET HAVE BEEN LOCATED WITH AN INSTRUMENT ��� �F Mgss9c (781)WEYM J1 !NA D218s P 781 331 — 6446 SURVEY.. DATE. 4•• 10-13 � ROBB J' JOB.JJ: E00792 o SYKES `' SCALE 1"--30' DWG. CPP v -a No. 35418 D�} EASTBOUND TER���'� LAND SURVEYING, .INC. /o A s� P.-O. Box 442 . ROBB SYKES, P.LS. FORESTDALE, MA .02644 508=477-4511 - r ix i y Ott+ •r ``" �* �, 5 t a t k r ra f r . . •NIP I� 9 Us- k i e iaF• N � RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS _ Safety Cover/Alarms-Dwelling Exits shall have one of the _ i following: •�--•�: 1.Safety cover in compliance with ASTM F1346 or 2.Alarms which sound continuously for a minimum of 30 r s" seconds.Alarm deactivation switch for single entry must not -4 last more than 15 seconds and must be—54"(4'6")above threshold of door. I f Minimum Fence Height 48"(4')measured on side J opposite pool Gate/Latch-Gate shall open away from pool and be self closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") must be located on pool side of gate—3"from top of gate and have no opening in gate>.5"within 18"of R.M. tt rt - `- o o ♦ ♦o 0 0 0 ,� ♦� ° Rule 1-Horizontal Members spaced<45"(3'9") Vertical • .,•"- :; •�, •,•• •°•°• ti J ® ♦♦♦ ►♦ ♦♦ ♦♦ `�� ♦ ♦ ♦ ♦ ♦ j� Members shall not exceed 1.75" "" " ' °°' •° • ♦ ♦ ♦ ♦ ♦ ♦ ♦' �' ! ♦ ♦� �. Rule 2-Horizontal Members spaced>=45"(3'9")Vertical ''• •° °° ' °•° •°° J+ ♦ ♦ ♦ ♦ • • ♦ 5 '� �♦ ♦ Members shall not exceed 4" '♦• '°♦ ♦♦ •♦ d♦• ♦•� •� ♦� ♦♦ ♦� + Chain Link-Maximum mesh size shall be<= 1.75" -~- squares Lattice Fence-Maximum opening formed by - dimensional members<=1.75" 2"Maximum Vertical Clearance measured on opposite pool side Life Saver Pool Fence : Self-Closing,Self-Latching Gate Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system. The Magna-Latch has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety, reliability and child-resistance of swimming pool, childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes j relating to swimming pool gate safety. The dangerous problem of a gate "resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking, jamming and sagging problems associated with 'mechanical' gate latches. Tru-Close Hinges Quality TRU-CLOSE gate hinges are the latest technology in PATE YED Sao mm adjustable, self-closing gate hinges for swimming pools, households Y"""" C now and other safety gate applications. A�i,1�1S'��'�?EY�l'd _t7II im fmxmd y . as These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. _- P The internal torsion spring is made of high-grade stainless steel to -' ensure smooth, powerful closure and long life, even in the harshest seaside or arid environments. 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Our: solar blankets are laced with air bubbles:that' act as arc,insulating layer,shielding your pool from cool wind's and nighttime:cooling_ In addition, our SOLAR-Clear blankets.allow snore:solar heat:to reach the depths:of'your pool:and heat it thoroughly. fi vailable.in Round,: Oral and: Rectanslle:sizes:. GLAC SI4i - fm2fahw Wa ML 3LYrr{Taetk fi6_�strc. tN�:7a8i*.➢&41 :. &fa9a Geai: AA'3n-5���&t�?R.. rA��!ty9fc�w. 1 sd,1' `e �1'LfSJCIf :. SILVER: _ C��1@ LEA ' i lP 6 43:1 Qf5s9R65 2�i sow.Eire t iEF@�''�T911aat: seSar:trfarN�.®flaw}eha us 5s ti 'taiitepa figNr•MIA PO 414 Oxai c604.. ll+i i•CI€:N�ti ICltd:tsi"auRidL. Our solar blankets:are made,.of extra,thick a or 1:2.mil:material to outlast most other above-ground:solar pool-blankets: on the market. Backed:by a,3„5 or 6 Year Warranty. 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Low Battery Indicator POOLGUARD DOOR ALARM 1 Year Warranty lilr+� • The Door Alarm will sound in 7 seconds when a child opens the door, and the alarm will continue to sound until an adult comes to the door and resets the alarm. • Poolguard Door Alarm will sound in 7 seconds even a child goes through the door and doses it behind them. • The Door Alarm is always on and will automatically reset under all conditions. • Poolguard Door Alarm is equipped with an adult pass through feature that will allow adults to go through the door without the alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows you to get air through your screen door without the alarm sounding. • Poolguard Door Alarm uses one 9-volt battery,(not included)with a battery life of approximately 1 year. • The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Poolguard is the only door alarm that is UL listed under UL 2017 for water hazard entrance alarm equipment. i I Door Alarm PDF manual I of 2 I0/6/2009 3:07 PM VT ^� �� �� • ��—`� General Not" 2� 3070 WDH144e WDH?A4e WDH24e SMOKE DETECTORS REVIEWED � V r STORAGE POOL + I I BARNSTABLE BUILDING DEPT. DATE ° FIRE DEPARTMENT DATE ______ ___ QOTI;SIGNATURES ARE REQUIRED FOR PERMITTING . ecREEHIzo PORCH + GARAGE 3 PATIO — WD WDH2432V —' � 3070 DW KITCHEN S Fwamell wDH2M10- Fwrwett✓ wimmioX ✓ ra (3)11 T/S•LVL wO tzut0r eoelt wD + 3%6 -b g_2 3'� DBL BEAM FOR 2ND FLOOR EXTERIOR DVEg,- WALL LMNG ROOM p � UNDRY MASTER BEDROOM III i� IIII . I PANTRY S 10f- I s rs 12'-10' BUFFET Y 2' . . 0 IIIII +>11 718-LW BEAM - 3 lie, i- . . - 34' 41 � 5 III 'jLL 3M ,� 3oToti070 I _ No.1 '9 XFARMERS PORCH O THOMAS J.ONEML MASTER - -0' 3'-0 26 BATES ROAD MASTER 7'-1 .RAT" cLoaer M 1 ASHPEE COMMONS DINING , MASHPEE,MA.02649 4'd r-0 =ER 3'-0 1° e' 508-477-5600 • 2m ENTRY LLJ Of 2'14 -0-. ✓ 41 IV-Ir WOH244e X 3✓ TIERNEY YM"X2- eueTo✓ BLIS70 WDH2 X2✓ 451 WIANNO AVE. OSTERVILLE,MA.02655 i rs s — Is-0 a 2r-0 1 . ` FARMERS PORCH ff07.1009330 S.F. 1ST FLOOR AJ41 51 g Geneml Not— '• ------------ 1 WDH2M2✓WD UA12"`VDH2M2 31 6.1 r g J I a- _. 3 63, BONUS ROOM r Ta' T-0' DECK g' 10' T-10' T� 1 —WD tOE 7✓ ✓ aa2 v . � +✓ O T-1 WDH2M2✓ FWGSMJ✓ WDH2M2 10. 9� BATH a. g.,8 DOWN r �3� 1 O BEDROOM 1 ' FAMILY -1 a, 3' II II BATH ' - BEDROOM �(^) 7� 1 1 LO D I a�I . 15-4' T- rs LAUNDRY HALL O -' LNEN CLOSET .. . sm HALL BATH HALL3 g a " • - No. Revision/Issue Dale RAILING 30 '-4 CLOSET >�. 0 THOMAS J.ONEILL 12$ 3 26 BATES ROAD II II sa MASHPEE COMMONS II II MASHPEE,MA 02649 41 BATH L,J 19 a• RAILING 1 BEDROOM ✓ 1 508-477-5600 5-0. CLOSET UTILITY ow% D Arnc 3.-UPTO �' ���� FF TMRNEY Wt- wma4a 2W-- 2442 451 WUNNO AVE. H2«2✓ a WD T �' OSTERVir"r.F MA 02655 i 31 L--�—� 16, 2 N D FLOOR . A5A J �Po� j General Notes ' S Z? 1 1 WGN2"2✓WD 1214 W2- UM Y �EoQoOr� p$- ! T$ ROOM 8' - 756 S.F. ✓ DECK RM2 W ✓ e• ✓ _^_'_ .__� !•-10 - WDI ✓ FWGW6II WDWA12 p O 10. BATH r ,f. 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I III III ��� m II nl m 1 ii ii iiii iiiiiiifiii'ii:Si III ■■ ■ +'i} r"_ u111� ...L....,.... :iii...... I 1 nl ■nl 1nII■n .ul1l1n1m1u1 m1 Iumn11■n11 ■■■ ■■ Ir: nn1 '�•; ••:::••• Efl':iE^i III ■■■ � u I■ 1 ii:::: 1 nl .......i........ I m ��� IIIII 11■II II11111n1 ��� InII111I111111II1 ��� 1111111IIIIIIIIIIIIIII ■■■ 11■ IIII m �mun :.... . �;U.i I U 1m net mm�111 ��� �Imwmmm IIII Imummmmmli ■■■ ■■■ roll IIII IIInl1 1: i'iiiiilii' ;;llll;r ii L._,_..I 11_..._I_nul IIII IIIIIIIIII ��� IIIIlIlu111111II1 IIII1111111u1nn1111 ......� .ii3 i... III ` � Illlml illllaliil IIIIInII ImI1111I111 ■III n111111111 � IIIImI11I11n11 ", 1111111111111111i■IIIII■1■•■I■t■nl■I■t1f Iu11 m I■111(p ill?''r'3 ^ iieiiliiii iiiiilllil� 11n1I11 mmmlml ml mmmt.■■I■t.Ilmnmmmnl■L1■L1lmmwmnumllmn1111nnmul nu I 11 III . Illlul iiilaiiiiliiic ii iliiiiliiiii Inllll rI11I1■IIIIIr IIIII IIII■IIIII■III■■IIIII■III■nn1InI11In111I1■Ipll■p1lf■IIIInI11Il■IIIII■IIIII■11 Inn 1 I I I i i Generol Notes 22' 24"X 12"X CONTINUOUS CONCRETE 1 FROST FOOTING WITH 3=1/2"REBAR ON VIRGIN 24' !: 4"CONCRETE FLOOR 1 'I UNDISTURBED GROUNG,@SCREENED PORCH WITH6X6WIREREINFORCING,OVER j• �,. 4'OF 26 STONE AND 4' VAPOR BARRIER UNEXCAVATED 10'POURED CONCRETE WALL •� WITH REINFORCING, A � !'• SCREENED PORCH �� 2-10� . •. i I I �' - I^ rf/ oi- 6'-6" 30'-6 .02 13-0" ` j ' --T ,�. 7:-�,++•.-r-+.'•—fir.... r' j• �/ J I ,I I• 4-CONCRETE FLOOR F'' •� (4)-1 3/4"X 11 7/8" WITH 6 X 8 WIRE (3).1 3/4'X 11 7/8- I`''• :.: :... '..' .. .. ... ... .... :... 'I VERSA-LAM 2.0 3100SP VERSA-LAM j: I—:>'_:.:_..:_..._..:_.:._... ..:�..._..._:::_,.:-..._..._.:._.:•.. REINFORCING,OVER I. 32'LONG a OF 2B STONE AND 2.0 3100 SP `.y I 21%6" ;I 1 �^j'. VAPOR BARRIER 34'L NG 5._ _ 6'- 1" I I FF :1 1. 14.8 W8 X 18 STEEL W8 X 24 STEEL _ t' ,v. 4'STEEL PIPE COLUMN TYPICAL 1-BEAM ON 4"PIPE I-BEAM ON 4"PIPE is •� ON 36"SQUARE X 12"DEEP F:, ., ' FOOTING COLUMNS AND . . COLUMNS AND i I'• BEAM POCKETS IN ! BEAM POCKETS IN IS j .. WALLS IL:. :::]� I I WALLS l F:.. ..� F::._...� I I ;I 31. �c I 5-11 T -10 -zd (2)-1 3/4-X 11 71F. :I I. VERSA-LAM i I'. .. 1 12/05/07 I •! 10"POURED 2.0 3100SP V.. rl . Revision/Issue on/Issue CONCRETE 10,LONG 21'� WALl10 Dole 12'�" UP HIGH WITH �• REINFORCING, 3' F.. i i 14 TYPICAL I THOMAS J.O NEILL I. .j �... ..: 12-z- �' 1 --12' 2G BATES ROAD :. MASHPEE COMMONS I: 24"X "X ONTINUOUS CONCRETE FOOTING �. •I MASHPEE,MA.02649 A •.. W =1 REBAR ON VIRGIN UNDISTURBED 1 _ _ S08 477 5G00 GRO G, ICAL I' • 64 TIERNEY _. —_;_:_..� _._. a BASEMENT 451 WIANNO ILLE,AMA.02G55 07.1009 11/17/07 3 General Notes 22 '-6" 3070 WDH2446 WDH2446 WDH2446 21 o STORAGE PROPOSED POOL 0 ��•�" - - - - - - —— — — 70-6" SCREENED PORCH GARAGE 6' � 756 S.F. 3 PATIO 6' -- - -- - - - 10-6" —— — — —— — ——— — 6'-6" WDH2 WDH2432 3070 DW 6 = KITCHEN 6't" 60 30' S-6 FWG611 WDN26610 FWG60611 WDH24410X •�•• w to Fw 60611 wD 4410 3'6 DBL BEAM FOR 2ND 3'•6" 6'-2" FLOOR EXTERIOR ® _ = DEN WALL 6 0 S. 6' e m �1 i m e_ $ s LIVING ROOM � q•® m UNDRY m�� 1I a 3 MASTER BEDROOM DEN $ "m 3 1 �I BUTLERS _ 10.6" PANTRY m 17-10" BUFFET >< m 2. " O w d J S -- - --- - - - - W8 X 24 STEEL II (4)11 718-LVL BC,,� v I-BEAM �B���� o z:io HALL 31' 3 0'4"� � 34' 9. 11 3070 No. Revision/Issue Date 3068 2868 IL 7070 1 1,2" q •-� x 2 FARMERS PORCH lum ew.�.we rm.w °a 6 0 2'e" THOMAS J.O'NEII-L 3'-6"— 26 BATES ROAD " MASTER MASTER BATH cLosET 7`1 MASHPEE COMMONS a 11 4" 0 4'-6" !.t DINING 1 MASHPEE,MA.02649 z 6 10-8" 508-477-5600 6'-8 '-6" POWDER irk Ma0- Q16X3NTRY 3 2868 2 2- 3 $ TIERNEY 451 WIANNO AVE. wDHs xz s0 s o sL+67o wDHz 6xz OSTERVIILE,MA.02655" . . u S-6 21' 1 EI/O7.1009FARMERS PORCHft 330 S.F. 1STFLOOR 4 � •.6- 05 General Notes 5 1 1 - WDH2442 WD 2442 WOH2442 21 - N N - 'pI 3yy O V N 3 3 3 3 BONUS ROOM Tom" 7' 16 756 S.F. 5 3 3 DECKAl N N o VJ\ WD 2AJ10E 2 WD 2442 WD 442 41 442 �•� W 2442 m T-10" WDH2442 FWG60611 WDH2442 10-r 8' BATH D �'-- 13'-2" Fs" a•-s" s•� efie OBEDROOM f -1 0 O1 FAMILY 0 3'ai" II I� BATH C x 2666 1 I�0��� a BEDROOM 14' 18.4' oO E10. LAUNDRY HALL � O _ S ; N LINEN CLOSET W-6 BATH i. 3' g 3068 HALL HALL 3 0'-9" No. Revision/Issue Ocj RAILING 30' '-4 CLOSET WOHf442 WD 442 3066 6 e o' 1• .8- 21'� THOMAS J.O'NEILL 12.6" 13'< 177 �71 D _ N _ , x 26 BATES ROAD MASHPEE COMMONS MASHPEE,MA.02649 m LLti�� 13 -�uNG� 13.g- BEDROOM 1 508-477-5600 - BATIN J CL SET UTILITY LOFT 3 N o c I ' UP TO TIERNEY ATTIC W-T• H2a42 wDH2442 201-6" WD 442 WD 2aa2 I 451 WIANNO AVE. OSTERVILLE,MA.02655 7" WIP142442 -7" WD 442 .$" WD 442 -7" WD 2 - 31 2ND FLOOR 07.1009 g" es I I/19/07 0v vv vs � �s vs �_ v� vs � vv vv vv �� s v � �i 1 m I v®�� it III 1 I i i i i III to w ui -- - - �I���I���i���i■I��i��� � - -- - --- - ---- III � • . A • m , 26 BATES • • • • MASHPEE-- - -- COMMONS 0: • 01 TIERNEY .... . . ... .... OSTERVILLE,MA.02655 1 �1 i I i II av � I II vo �_ avNC= - -- -r I j • . .. . • 26 BATES ROAD MASHPEE COMMONS MASH PEE,MA.02649 - - 1 1: 11 - - - - KIM TIERNEY 451 • OSTERVIUE,MA.02655 1 11 • 0 •' • • v � vs � wNC=C= mom vv asp � v � vs � v � °v � 1 1 • - s� s � av � sv � av � av � ■ av � av � a � I.m 1 II II: I II I !�I�I 1 �I VI II I II i I • • II! AD c = r�l II III p I I 1 11 �I I IMASHPEE COMMONS 0: 00 1�1�1�1 ' II III II I II I TIERNEY 451 WL4,NNO • General Notes a d - V 3• ,8 J To J J�•L Jd� Jd� �J. J�•L - _ d d _ _ J d rs;- rca- pl.-I, � � � � •L JI� -d --- _----- - ---- -- - ----- - ---- --- - --- ----- - -�, � 3. Revision/Issue Dale 4 d JiI4 a J� d a THOMASJ.O'NEIL.L d d r 26 BATES ROAD J MASHPEE COMMONS J,•L� J,•Lr MASHPEE,MA.02649 508-477-5600 TIERNEY 451 WIANNO AVE. OSTERVILLE,MA.02655 - ROOF FRAMING /1e » 07.I009 J�•L J, L . II/17/07 Q a d Generol Notes 04 J,• 2"X 10'ROOF RAFTERS 16"O.C. PITCH AS NOTED " U 3- 6 W a� 3 1/2"X 11 718"VERSA-LAM 3 111 X 11 111 VERSA-LAM �- 2.0 3100 VALLEY RAFTER 2.0 3100 VALLEY RAFTER 2"X 12"RIDGE BOARD i a" f i 2"X 12"RIDGE BOARD i No. Revision/Issue Date 1' J'• n— 2-X 12"RIDGE BOARD THOMAS J.O'NEIJ L r X 10"ROOF RAFTERS 1 26 BATES ROAD 16-O.C. PITCH AS NOTED MASHPEE COMMONS J 1 J 1• MA.02649 MASNPEE, 2"X 10"ROOF RAFTERS(d116- .. 508-477-5600 PITCH AS NOTED �-�2 TIERNEY 31n"X 11 7/8"VERSA-LAM 451 WIANNO AVE. 2.0 3100 VALLEY RAFTER 3 1/2"X 11 7/8"VERSA-LAM 2-X 12"RIDGE BOARD 2.0 3100 VALLEY RAFTER OSTERV II..LE, .02655 3. 5" 2"X 10"ROOF RAFTERS @ 16"O.C. F—i 16PRCH AS NOTED16 """ 07.1009 I I/17/07 1 0 ROOF FRAMING General Notes 30year ARCHITECTURAL SHINGLES, ON 15A BLACK PAPER,AND ICE 3'X 14"LVL CONTINUOUS FULL LENGTH RIDGE VENT,TYPICAL SHIELD 24"UP FROM ALL EDGES, „o m•gnu FOR GAMBREL ROOF 4'PROP-R-VENT •n.a.. BETWEEN ALL ---'-2 X 10 ROOF RAFTERS @ 16-O.C. RAFTERS FOR PROPER AIR FLOW 314-T S G OSB SEE ROOF PLAN FOR PITCH 12'RJ8 UNPAGED INSULATION R PLYWOOD @ATTIC FLOOR,TYPICAL ttIUAKU " BOTH SIDES.@ INTERIOR WALLS 2 X 10 CEILING JOISTS a. PLUMBING WALLS TO BE 2 X 6 @ 16"O.C. WITH M.R.GYP BOARD., FIRE RATED WALLS TO HAVE °0m m"g""`""' •'? ",m 30'3Z 518"TYPE X GYP BOARD .".. „•, ` 3/4'•T 8.G OSB TYPICAL F 2'.71" R PLYWOOD i u" BCI 90-2.0@16-O.C. BCI 90-2.0@16"O.C. 2"X6'DBL PLATE @ R R FACED INSULATION 2 X 6 STUDS W/112"PLYWOOD 518'FIRE CODE DRYWALL @ (�GARAGE CEILING,TYPICAL EXTERIOR WITH TYVEK HOUSE GARAGE WALLS AND CEILING WRAP,AND 1/2"DRYWALL INTERIOR.TYPICAL 6'R-19 FACED INSULATION @ 3/4'T&G OSB ALL EXTERIOR WALL TYPICAL R PLYWOOD 'CONCRETE FLOOR WITH 6 X 6 WIRE AND VAPOR BARRIER. 2 X 6 SILL PLATE '-4" REINFORCING,OVER 4'OF 2B STONE +I 12"R-38 FACED INSULATION .;.. •,.. :••:,+.-.•..,.. .. „ ' ' �.o,'"'"""'�� 24'X 12'CONTINUOUS CONCRETE @ BASEMENT CEILING,TYPICAL UNEXCAVATED FROST FOOTING WITH 3 D lirGIRDLING LINGREBAR4 _.. ON VIRGIN UNDISTURBED GROUNG 48" 18"X 48-SONO TUBE WITH : 1 DE @ GA BELOW GRADE GARAGE TYPICAL POURED CONCRETE AND ` REINFORCING FOR PORCH FOOTINGS 10'POURED CONCRETE FOUNDATION TYPICAL SECTION "'�,'.:•'"�"':'', �' WALL WITH REINFORCING,TYPICAL SCALE. 1/2" = 1 ._.L_.'...'.: ... - - i FOOTI GWITH =12SC°"�I -RIGHT ELEVATION SECTION FOOTING WITH 3=1!2'REBAR ON VIRGIN UNDISTURBED GROUNG TYPICAL 2 X 6 COLAR TIES @ 16'O.C.@ T-2 1/2-A.F.F.@ ALL RAFTERS ICE SHIELD PER SEC 905 IRC 2006 No. Revision/Issue Date / 2 X 10 ROOF T'." 1/2' RAFTERS@ 16-O.C. n'"' DRYWALL SEE ROOF PLAN /� THOMAS J.O'NEILL ON COLAR FOR PITCH ALUM.GUTTER ON \ TIES 8 26 ES ROAD RAFTERS MASHPEE COMMONS MASHPEE,MA.02649 2X 10 508-477-5600 CEILING 2'CONT.STRIP LIP VENT JOISTS @ 16-O.C. —70- 3/8-MOO SOFFIT SIDING —v,e.m 1- I jT18- �•32 5-1/4'CROWN ON 2%6 — FRIEZE OVER 1 X 4 BACKER TIERNEY 451 WIANNO AVE. BCI 90-2.0@16" .C. - SECTION @ STAIRS EXTERIOR CORNICE OSTERVILLE, . 2G55 —10" s SCALE: 111 1 ' -�' 07.1009 ' TT " 11 17/ 4'S" 07 11 BCI 90-2.0@16"O.C. - 4 SPECIFICATIONS CODES NOTES GENERAL RF.QUIREMENIS DESIGN CODES General Notes CARPENI RY Pmtidoet I IomNMre luccaiwm L •,1 ew,9A dMl e,V eM Te oe,di me hbeh A M b Meiend A To,gmv o rote appbdJ.vim o9r.be roll(anal m Lumbm Grede 1.lee by peen. do b me fi(Sin S 9 mm'de Wcawa bMFn b 20061NI1RNATIONAL RESIDENTIAL CODE pan.mayhdb 1. N Idd1,live oW neded dab W,,elm nod Beady 2 N Im prim to W addle W.( SlOggv OW bale IM p.pm t a ine," n Yee 9deeib Botaq Cade ad 70p6 UtC Mvrollmd Ilan-O 17 dU Nbriq mbbm dwdk dam ad,robe or M 1ath I. Omiq b Yqm era our.a qm dr.napl Ibeb AND MASSACHUSh'ITS UNIFORM STATEWIDE BUILDING ODDS 2000 EDITION ReddmUd Cade Attb VA.U.to IrL10cIM. a dmtbly S N Mel,I-bealq do to be 1.1(�I Stay,OW)0 N'ne 2 Ombq hand m/1MY4 PoW,d ibp(pdb)elm C. C..pr A.al bop bola ION We dole urea vamcm ma A Gbem%,dim:rb-WO P9(RIPM.me tee) moM6m od pad.b nk hg more ,gelbn IL H.bmb Sw:rr-75 P9 Wood Roof'1',MAI ] Gainq h dorm aw. I. Wood homes elm b bdq,a b a.bmr dM Nf.P.A d"dda< ., Ooaq h d mrma &OnD. b oem edee the ba.iq.w M aedm mvBrOtribgy Ne C fampedm pepadwb b dam rc.Ip P9 ewe-W wbi.dot be bowel to pearl b.bit mllime elm 0. MA"A ebUdty E-II0D,D00 P9 Celoblbq�1 sbmph hbmOlb(ab.dN ba le qrt 1 -two n br1 mN admen b W IW dirporl cony 7'7�� ANALYSIS ,�T reoubbn i meNmlw W.,.mwrddbq 2. Rw-11 me/be edstibd,.a 10be VIA,Ad and a"cod Id'u w boL dwdb 11"fife daddle vd aetmn) Mm ro Mq WUbde ea dawn O BUILDING CODE('LLV L'1J-.YSIS boa led/orb od dW id.malb m mm�ar del b winkle b aaq h aye p.'l a a bea.q z ce-ate r 10I d d Amnia.ea mdlbq ad be be r.mivnee.Ma deer bd o eettb I,mead pb to tdhalbs Eat ire.ad be b��Ues mrpaMmt.wee tie Mim s1p a M WpWZy a Pe gored wbia ore h o.drmtrimtbla 3. Yobo.onlml:N IrtEe 6"WA beef Ad bare a Adder ledin9 b Im Um 60 be.de,.Ue ad, Mel mN d Well m"im!b bum mvbblal,re oW rib to m• pe d Wood to.am e0mdw Ide peedae our Me wlmd M gmly Mee 19 i..a aka Finae b aeMd M rot eMM_bled.d WIM eal haedea o,bus.wee eWAq. k olio e m Fdied Ma. rile } me 9ord W.vd tp4d Aide mpr Uemgaa Me Id l,d®y ludo n'm'b",dice nbd..e blip palm m.e W Tms.bdgl ad b wtiWe by o Raemd.d(Jy,rw,egedsa h Ad"Ou w-ed vUW Wt b.(en a 24 id ore a h ebv b a USE,GROUP. R-I Udm dMA.road"born, de,od rglda to dome a mNm bowel a cWM11 ampvdJe Pay orW ore calm edge b Im to,60 I.he are CONSTRUCTION CLASS: Stl(UNPROITLnA) Me go-rdg)abdttim iruv opol.d A.blq,hlml,I Ue Im v eat ocher • 1. WIel,,fin 1,wboble rid em•ae od m.amto , A. dial.lock bum mmWaWv to ro d bow dn,ed.u.pild,r,,eke"d 9 HFRGNf @AREA WMITATNRN: 3 STORIES YERMI'FI'EU • baigl dfm M Te mHm d W what.,o arm•./nhb /. M Mvb Iv,de oW brie h dotal elm moor o Mercer i7 7. foodnq h m Mib,d Ua 5 d 6 A pad aMe Jb1 Um • be eel pall,repel Y to Me NMMed b papa o)deml del b.were peevealW bate h m,dae Ah A11PA fide d.ry dmig,to NdRal pb b hdrMib. Imattro demba h Uvro 5 ad 6 dew,Led IW 4/a.Mp 3 STORIES ABOVE GRADE PROVIDED b..pad*I .M b dal dmeab ea eel be I,-VeAo,dB C.M, 2. Mew rod bum.to to hsiday tie mmdenod,Iebmllm ev,bibm 35'DUIIDING IIFJG1Tr PERMnTFD I Udnb¢b Gee ell mob halve a Br deed-U,m roe S Rol,i bum to be brooat b mmdmu AM M-M W.in A Elm,dew d m naiad Dv,e pale Um 9.q IL beer AAM be be baehga MY cvabldb rid be el Ve me Ym Ste A&B+Lbq fade ad 2106 RC bleMbd IL Baba edge Im thm 18 Mr,Mree Lt.bv, EMERGENCY ESCAPE: EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS * FU h Burma RaWWW Cob,eerie,mpfoWI be)via Um C lee cage qM.elm 36 ndr,doe Me Ina. SHALL HAVE A MINIMUM OF 3.7 FT. Ia we m b Tale o to I do ore wows a Ma SQ. I. red,beam M Wee b nem,m rb-loop PR.[-IJpD.aao v9 1. sqd,d said A.-[�yced lrua a.P da.hgr-N b..ematd D. ne a bone eeng„Imo,rein x Ida bemld a me 6. N.uI b lo b pebmd h i pambd name od h r maroon NU tl"daa od mmbini NU maubco:l dM 7 ran ed. Wi116'are no,",a]I'ne a bum u.lm to Cowl,b re«.od good pb'to bur vein. ,q Pilo. GARAGE/HOUSE CEILING/WALL ASSEMBLY: 3/8'GYPSUM BOARD WALL @ CEILING .W aplbs"""a Midrib P"_ M.A.Md 8 M gozhq n ra6„p,tram el m our a kYft dad 7. OMnima Ad be eo a WoMw eel rare."A N Jai.Hmgae WOOD FLOOR FRAMED SYSTEMS edbq Wboeo.Fddd ae dutbd WoMe,pod ad 20 MINl1TF.GARAGE/HOUSE.DOOR birch.d.b the mep,vim road oM.AA,N bwbp ad 1.N pul'na ebb ell beau M rma er A petiq mmbee e,msb,ubed le-01 prods INFERIOR STAIR PROTECTION: (1)LAYER OF 3/8'GYPSUM BOARD TO ALL SURFACES IN A 1'-4'-T(1/4'•f-ir)orb bold ahwb. wee be eopporlN by fame a Ibl wete• 1-laim(IF USED IN PLACE OF CONVENTIONAL LUMBER) FivallbJl:nw"..4 eater.mlebb od new or..Mpl ACCESSIBLE AREAS Moore e 8 Bee ed%I,q- - I bAb.Ad lode'ebb"M 1 Aid w9n Ad W'ear,elm otterate rota.m L T loah tie-elimd pooh rem pM sreembv.to.ape ran U.doe ho-doe btdbm de.logs,loved Me A.and math IMmdw.dU d g.-N mpmp wA Aw bale and cello bare'rev I. Ope'Im to bws U-4 did,13-hN W.".vdk 1.von DESIGN LOADS: MAI-to.eh ea oMs.b lordbhe Imedlo ail IS pet madedbve to n'ey-ft ad Wohq MM4k iA*' 2 pole,gba pa DEAD LOAD LIVE LOAD TOTAL LOAD molten dean boo,olbd pbm e "ce of W-1,ne,eel d Sam in Weod Freeing a mn"d bm*Aide. Qmmerm ea pal blurt 1 lada ad demdlee 9en b. itibq a pmmd Ad be e.day.d to tune Tel U.bean I. Al Wb II wad traiq Ad W W dpW Aac gef-IM bib wfgvd'vm 4.Oodn9 h Ilia ratio,itm 6 wee 0W.h m himvlg al or ROOF TRUSSES 17 PIP 30 PSF 47 PSF III laniahed I,budI ea Mvd.t ro aa¢mion A b dN boo appal b.4omea eMv1 2 Bad Bova 1 1/1'"oetad wile paneled barb Mwm M br ad hr gmnq Said b.wp by AT,Man a mbedere dnq or lode of 1 Slay pd.evd,e rim rid be m deee ]flan Idle ehd be dee"to Mi Mmtbi Io 1/48D tad Ida 1 Ombq fi Ub.alb Re,7 wee a Pied?,W h hMded m RAFTERS I!PSF JO PSF 45 PSF iobmdbn A 1R ea 5/8 U.,We 2-1/4'q.5/1C tede h ram.cwbthq of at1.m1 4qU goo.1 did the W aemble da e)d M glmfip 8 hdr,♦7 Me abbe,to SLEEPING ROOMS 20 PSF 40 PSF 6015E Gel,W fl 3/5'Uvte 2'5/C a-5115' &MUM,M Us McKay elm to b 9- bv.me ba Md b"Pale a NTdadg a hobmld ide a 5000NCRETFJFOUNDAMONS S. e Wro We h.ea Mee b Ha 1/16'bq.UM,dale 4.FW a,cell*edit,M- d IMe.add to ateb eah b tie Vowk Alain wtmU,q ftpm vd bd o minim d anLIR FLOORS 20 PSF 40 PSF b0 PSF Cevmde d WL 5.Puri to mid beatWed d d eW WINS m W 7,4.1ppe1 0 I-1/W idm in book STAIRS 10 PIP 40 PS i 30 PSF L TW owade pmote de s Md be m Is /.For ei0dh III tided angle, at 6dob bmMq WWHI. A Galilee paM,h in"q♦Jm alb and elho ody,pod THIN SET TIIE 10 PSF 10 PSF "i C.T dmpd q c oEr got, p1d1 b to,sedee,bs 7 wee 0.W lee oop a1 the 0-h 25 a GARAGE FLOOR 50 PIP 50 PSF too PIP Ian d 28 dn/e(Pa) 9e S•n0 Lis Baby mm dew yeah a„A'd+q vice a of Wbmld rayilp Apo 1/7-1 /-W I. 94 b.9r.hmba ea A dndbd yob feed ROOFING (Nile 45(A he bald).dime opeed W Me,pm aA.b. DECK/BALCONY 20 PIP 100 PSF 120 PSF 9d m 3000M 1/2-1 4'11/Y 2 Milers rid b pare beer t.h.a d lop WL btatrro m Roofing Aide Vmdletien PUBLIC ROOMS @CORRIDORS 20 PIP 100 PIP 120 PSF UW 350)(OI)O••p mad L 964n Ad be m rota m Added�dhalbn bad ore 1 1.[flow Mile bum tmM we mdooa,M rater rid Fee a® WIND LOAD IS PST.MINIMUM. C w 1/J-I 1'Ado lap l IS/.A mldald bit vWobxnmt -odbo in he and dpaob rleen dT mWN ra,0diq VeMov BACI(FILL 70 PCF EQUIVALENT FLUID PRESSURE r' 2 del AD and Ad nsId to I woond an a AO-n8-89 1Al1No A e ord Wolter 2 A" lk n rid 5.w0-md d.pt o W hl.bbbq ea peel.*gap M Air-a mobil.aW,l M a.aa.e elm W .W/O 3%-n meieotli,a b.Ouetvd eocde b bulNga 1.No dmenN node del b.meii.a MdIN.mR BmY.q,d eoM)dU NIYD Its,0 316z Me Wee,9dre er Uelarq lean Waytf06 RC Nemtbd S Al rdebwanml ad.Wt,pie Mere ad at.Meet. o relocated Alban po,Vowel by Ur kcMftt Do rot dte elm 1 Be,pe-Poew May loFeew sA-ehd tmoweadbonee�j dN ASL A 755 RnNmtld C e1.&U.mmeme to IdMkIle,Idea ISO.I„e Weather-Resistant Siding Attachment and Min Thickness del be poTudJ melee fi pa Were mad.b pad a med.a Wed eilhul goad a NdteL b toome webell*4e N waMd 2076 BC Mmmtbd Madam IFb d reef ea bay wee. g 4. Roeb 95 p WAN.o, im a C ape d d dd.ad Fimhiog 2 nd add M he,re,flvlb our rid eel b Im U,d 1 b 1S0 d It. T of S for it. 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I 1 Z J tl � < -1 O J O 1 tN11 Z I w m F t 23 W W co(n U ° EXISTING 1 r� Z (� I W2 0 :::. w 1 O W z 1 J Lj ( _ :i:;. r:;: W 1 LEACHING Ili—{ /- r:a:. lU Z U W Iw ;:r:r. N _ TRENCHES I— rn ❑' � Z a;;::c; 73 1 1 I (� O Ln N a;r:rr;;r W I �� 2� J W a;,�,r;:: p� I j Z J :>;ari' N I w' 1 m ZI- 1 r�� T 11 Ft O O 1 I 111 fu Lu W o J X t9 4J l` p Ul V T®f4 eO LL Z m N m z H_I I ~ �W m m Ln I +� ❑ rn II Ft I p C) (Il W I N 0 w 1 Z ' 1 wZ = cnw � 1 I O O O GARBAGE GRINDER LLL_I- U ff o �1 U cu z 2s IS NOT ALLOWED Gi uj X O W FCDcn_ I / TP-1 1 I WITH THIS DESIGN. J (n -U X / TP-2 3 I I Z F z w? 28 _ I I e O z OUTSIDE D�E - J Z o w= N � LOT 4 � B"As TENT ��� �' , BENCH MARK w o Wz m AREA = 22020 _— +- / _�— TOP OF CONC BOUND w cn °3 `' -- 41.5Ft X12.83Ft X2ft wU Ir m N —��— LEACHING GALLERY ELEVATION = 25.51 � o � m / _�---t 0 0 F' 26 BARNSTABLE GIS DATUM e w U N _ --� SOIL REMOVAL AREA Ln I LJLli 0'V0N%'rl'* SEWAGE DISPOSAL SYSTEM PLAN ai Q Q z I i�3 E� 2� _ DWELLINGFORCPROPOSEDS cw °' J I/� z L EGE_ ND EST. MICHAEL & PATRICIA TIERNEY cw cw �� w J � O W 30 Cam Z CLIENT 0 EXISTING ° J FLAN 1500 GALLON O� 451 WIANNO AVE o ° I1' m F- SEPTIC TANK, ���NOFlygss9c ��yjHOFMgssq�, OSTERVILLE. MA m ° off' DAVID �G o` DAVID tiGp I " � � SCALE: 1 In = 20 f L 1500 GALLON � � D � o� D � PROPERTY ADDRESS z + LC� SEPTIC T.9NK ® o " COUGHANOW � 3 TRIANGLE CIRCLE ASSESSORS MAP 163 PARCEL 2 3 m m 20 0 20 40 C No.H1093 R ANDWICH MA 02563 LAND COURT PLAN 7 6 B 5 0—O m TEST PIT ® O-BOX ❑ �F �° so `'o�NSE° O� 506 364-O89.4 O o „ m , 0 10 20 oisTER E P� DATE: NOVEMBER 12. 2007 J N I. L` NOTE I TAR A JOB ,ETE-2617 I PAGE 1 OF 2 VERSION: C, W CO THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED cv N UNSUITABLE SOILS ENCOUNTERED WITHIN THE SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM SOIL REMOVAL AREA ARE TO.STRATUM RETUNED DOWN ��SPd �eG W0 DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING TO THE CLEAN MEDIUM SAND STRATUM AND 1'�- "6 l ( PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER REPLACED WITH CLEAN MEDIUM SAND PER TITLE 5. SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. t I DATE OF TEST: DAVEMBD. COUGHANWR. ER 2, 2007 DESIGN CALCULATIONS S D I L_ TEST - O G WITNESSEDI BYVALUATOR: DONADLD DESMARA SO HEALTHI DEPT. n PERC NUMBER: 12019 DESIGN FLOW: 5 BEDROOMS X 110 GPD = 550 GPD TEST PIT 1 NO GROUNDWATER ENCOUNTERED PARENT MATERIAL: PROGLACIAL OUTWASH SEPTIC TANK: 550 GPD X 2 DAYS = 1100 GALLONS PERC AT 84 in - 2 MIN/INCH IN C SOILS INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOX: USE 3 OUTLET O-BOX. 27.80 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 41.5 Ft x 12.63 FL x 2 f t LEACHING GALLERY CAN LEACH 0-16 FILL A6ot = ( 41.5 x 12.83 ) = 532.85 sf 16-32 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE A s d w = ( 41.5 + 41.5 + 12.83 + 12.83 ) x 2 217.32 sf 32-50 B LOAMY SAND 10 YR 5/6 NONE FRIABLE A t o t = 749.77 s f 23.63 50-132 C MEDUIM SAND 10 YR 5/4 NONE LOOSE V t 0.74 x 7 4 9.7 7 = 554.83 G P D 16.80 USE A 41.5 Ft. x 12.83 f t x 2 f t GALLERY. Vt = 554.63 GPD > 550 GPD REOUIRED NO TEST PIT 2 PAARENOTU MATERIAL: PROGLAC ALD OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING GROUNDWATER ADJUSTMENT LEACHING GALLERY 27.30 0-32 FILL EXISTING GROUNDWATER LEVEL 32-34 O LOAM 10 YR 2/2 NONE FRIABLE BASED ON TOWN OF BARNSTABLE USE SHOREY PRECAST 500 GALLON NOT TO 1500 GALLON SEPTIC TANK GIS DEPARTMENT RECORDS. LEACHING DRYWELL (H-10 LOADING) SCALE DIMENSIONS AND DETAIL 34-36 A SANDY LOAM 10 YR 3/4 NONE FRIABLE NOT TO INDICATED GW 3.00 USE SHOREY ST-1500-H-10 SCALE 22.30 36-60 B LOAMY SAND 10 YR 5/6 NONE FRIABLE INDEX WELL MIW-29 CONSTRUCTION DETAIL 60-144 1 C MEDUIM SAND 10 YR 5/4 1 NONE ILOOSE ZONE A 15.30 READING DATE OCT. 2007 READING 9.7 DRYWELL UNIT NO GROUNDWATER ENCOUNTERED ADJUSTMENT 2.7 STON TAPER TEST PIT 3 PARENT MATERIAL: PROGLACIAL OUTWASH ADJUSTED GW 5.7 41.5 Ft PERC AT 74 In - 2 MIN/INCH IN C SOILS m, ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Q4 w o (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0 26.35 m m m w M o 58 F,f- 0718 FILL N N 18-34 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE m� 34-50 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 4 F t 6.5 FL O FL 8.5 FL 4 F t 8.5 F t 4 Ft 22.18 50-126 C MEDUIM SAND 10 YR 5/4 NONE LOOSE 41.5 Ft 8 15.85 10 NO GROUNDWATER ENCOUNTERED TEST PIT 4 PARENT MATERIAL: PROGLACIAL OUTWASH 500 GALLON DRYWELL 2 MIN/INCH IN C SOILS -Zs DIMENSIONS AND DETAIL INLET CENTER OUTLET ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER ' END COVER END (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING (ISE H-70 IOVIT INSTALL ONE INSPECTION 27.05 RISER TO WITHIN THREE 0-34 FILL INCHES OF FINAL GRADE M3 IN DROP AND INDICATE LOCATION Al vFLOW LINE 34-42 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE ON AS-BUILT PLAN FROM 74 TO 10 in BUILDING in D-BOX 42-60 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 22.05 In 60-132 C MEDUIM SAND 10 YR 5/4 NONE LOOSE 48LIQUID GAS 16.05 Q� 33 LEVEL BAFFLE NOTES In 3 ao�000�000� C)o" ���000�oco QQQ !� CROSS SECTION 'VIEW 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 1021„ 2) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS.. 2 in PEASTONE 2 1n PEASTONE SEWAGE DISPOSAL SYSTEM PLAN OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES -TO SERVE PROPOSED DWELLING BEFORE EXCAVATING FOR SYSTEM. o 0 5) EXISTING SEPTIC SYSTEM IS TO BE REMOVED. »; in 3i4,,, ro zDEPTH 4,� ro MICHAEL & PATRICIA TIERNEY • !n -V2 in CRA VEL �pTM i-1/2 in l7tA VEL in 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND, DUST IN PLACE. 451 WIANNO AVENUE. OSTERVILLE. MA 7)' ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF- LOW FLOW FIXTURES 48 In 5H in 48 !n ECO-TECH ENVIRONMENTAL AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. 154 in 81 SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT '' INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 43 TRIANGLE CIRCLE SANDWICH MA 02563 PARK O R DRIVE VEHICLES OVER SEPTIC SYSTEM. . FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. ETE-2617 I NOVEMBER 12. 20*071 1212 GENERAL SPECIFICATIONS 1 SIZE: DEPTH: I REFERENCE NUMBER: TILE: COPING: DECK:TYPE: 10 Wa I I5 5" floor EXISTING PATIO: NSA FINISH:TYPE PUMP:TYPE: STARITE SIZE: TRD I j FILTER:TYPE: SIZE: TO BE DETERMINED g HEATER:TYPE: SIZE: SKIMMERS: I LIGHT:TYPE: REQ'D: I 14 POOL CONTROL: CLEANING SYSTEM: main drains SANITIZATIONSYSTEM: per code OTHER: f SPA SPECIFICATIONS SIZE: ELEVATION: E THERAPY JETS: THERAPY PUMP: yk. CONTROLS: LIGHT: SPILLWAY: 6, toe ledge OTHER: 3 � -f I A F 3 RI j L '-S`II i `l3 N1 Mi STRUCTURAL NOTES ADDITIONAL #3 ® 12" O.C. VERT. 1. Arl I 'construction is to conform to the Massachusetts BEYOND TRAaN51TION PT. 5TA"r 15 state building code and all applicable product and design BELOA TOP OF BOND BM. DOAN # 3 ® 12" O.C. E.A. standards. Absence of specific items from these THE COVE 4 LAMP I ' 8" MIN. THROUGH OUT ENTIRE drawings does not infer that the contractor is relieved INTO FLOOR AREA. POOL AALL5 #4 DAL. ® 12" O:G. TYP, � from the statutory code irements.re u (3) #4 GONT. TYP, . y g,,....:; 2. All materials and methods of construction shall - conform to the approved rules and standards for 4 I 10 5HO7GRETE materials, tests, and recpirements of accepted «. ;,,,-- HALLS _ ', engineering practice as listed' in Appendix Aof the Massachusetts State Building Code. Pool Notes. OF MA Ts # 4 ® 12 O.G. E.A. w.,., _. :� ..,N.. I. Assume maximum safe soil bearing pressure- 2,000 naICHELE�`y�, THROUGH OUT ENTIRE 4 # i ii o STRUCTURAL of POOL FLOOR % ADDITIONAL 3 5 -0 E.A. 2. All pools are to be placed on natural undisturbed NO 34774 FLOOR TRANSITION PT. material or compacted granular fill. Subsoil bearing A�9Fcs1 PLACE I" FROM TOP OF SLAB strata shall be free from all vegetation, loam and HYDROSTATIC RELIEF VALVE organic material. INSTALL PER MANUFACTURER'S 5. Do not p lace backf i I I against pool I wa I Is until i I a l I wa I Is �' - ae'�` SPECIFICATIONS have obtained - day cure strength. 4. All pool floors shall be placed on a 1'-6' layer of crushed stone compacted to 015916 standard proctor NAME: MURPHY RES. density at the optimum moisture content. 5hotcrete ADDRESS: 1. 5hotcrete mixture, form-work, delivery, placement and reinforcement shall conform to all requirements of ACI CITY: OSTERVILLE MA. ZIP: 506.2-15 ( latest edition), unless otherwise noted. RES. PHONE: BUS.PHONE: 2. Concrete materials shall be A57M C Type I Portland cement. Sand and gravel aggregates shall be normal weight and conform to ASTM 033 Standards. Aggreate not meeting ASTM G33 standards may be used provided CUSTOMER SIGNATURE: DATE pre construction tests demonstrates the shotcrete can meet specified recpIrements. All concrete shall be "' VIOLA air-entrained. Concrete compressive strength, (f'c) in 25 days, All concrete work- 5,000 psi ASSOCIATES y p 110 ROSARY LANE, UNIT A, HYANNIS, MA 02601 (508)771-3457 VIOLAASSOCIATES.COM I DRN.BY: DATE: REV.NO.: DATE: /16/2013 SCALE GENERAL SPECIFICATIONS SIZE: DEPTH: REFERENCE NUMBER: j TILE: COPING: DECK:TYPE: 10 walls 5" floor EXISTING PATIO: N/A FINISH:TYPE: PUMP:TYPE: STARITE SIZE: TIED f � FILTER:TYPE: SIZE: TO BE DETERMINED { HEATER:TYPE: SIZE: j 3 SKIMMERS: € LIGHT:TYPE: REQ'D: I � � I I 3 14 "'" I O I O POOL CONTROL: j CLEANING SYSTEM: main drains SANITIZATIONSYSTEM: per code OTHER: SPA SPECIFICATIONS SIZE: ELEVATION: THERAPY JETS: THERAPY PUMP: CONTROLS: LIGHT: ~ (0" toe M1ledge SPILLWAY: OTHER: 1 � F l 3 I STRUCTURAL NOTES ADDITIONAL #3 g 12" O.G. VERT. 1. All construction is to conform to the Massachusetts BEYOND TRANSITION PT. STAY 18" state building code and all applicable product and design BELOW TOP OF BOND BM. DOWN # 3 ® 12" O.G. E.W. standards. Absence of specific items from these THE COVE $ LAP I ' 8" MIN. THROUGH OUT ENTIRE drawings does .not infer that the contractor is relieved INTO FLOOR. AREA. POOL WALLS #4 DAL. ® 12" O-.C. TYP. � � from the statutorycode re uirements. (3) #4 CONT. TYP. 2. All materials and methods of construction shall conform to the approved rules and standards for 10 SHOTGRFTF materials, tests, a d re uirements of accepted WALLS engineering practice as listed in Appendix of the Massachusetts State Building Code. n �H OF Mggs ,� _. ,._. ___.__. ... , Pool Notes. MICHELE # 4 ® 12 O.G. F.A. - ; 1. Assume maximum safe soil bearing pressure- 2,000 ICHCUELo THROUGH OUT ENTIRE . o s-rRUC-rURkL 8 POOL FLOOR ADDITIONAL #5 5'-0" E.W. No 3a77 o e 2. All pools are to be placed on natural undisturbed ® FLOOR TRANSITION PT. material or compacted granular f i l l. Subsoil bearing s►aNp��' PLACE I" FROM TOP OF SLAB strata shall be free from all vegetation, loam and � HYDROSTATIC RELIEF VALVE organic material. INSTALL PER MANUFACTURER'S 3. Do not place backf i l l against pool wa l Is until all wa l Is SPECIFICATIONS have obtained -7 day cure strength. 4. All pool floors shaII be placed on a I'-&" layer,of crushed stone compacted to 15% 'standard proctor NAME: MURPHY RES. density at the optimum moisture content. 5hotcrete ADDRESS: I. 5hotcrete mixture, form-work, delivery, placement and reinforcement shall conform to all requirements of AC1 CITY: OSTERVILLE MA. ZIP: 506.2-15 ( latest edition), unless otherwise noted. RES. PHONE: BUS.PHONE: 2. Concrete materials shall be : ASTM G Type I Portland cement. Sand and gravel aggregates shall be normal weight and conform to ASTM C33 Standards. Aggreate not meeting ASTM C33 standards may be used provided CUSTOMER SIGNATURE: DATE pre construction tests demonstrates the shotcrete can meet specified requirements. All concrete shall beI V OLA air-entrained. Concrete compressive strength, (f'c) In 28 r - days, All concrete work- 5,000 psi ASSOCIATES ' 110 ROSARY LANE, UNIT A, . >:. :<:: HYANNIS, MA 02601 i (508)771-3457 VIOLAASSOCIATES.COM` DRN.BY: DATE: REV.NO.: DATE: 3 4M612013 SCALE 114"=V