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HomeMy WebLinkAbout0035 LOOMIS LANE l 4 ° i � c 1 7 I } 0 pp TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION.. Map Parcel, �� Application # Health Division Z.0 u Date Issued 03 ' Conservation Division / ,;Application Fee Planning°Dept: Permit Fee; Date Definitive Plan Approved by Planning Board Historic' OKH Preservation/Hyannis II Project Street Address L o a vK iS l Village ^T-e-r V Owner Address L 6 0 , c3k Q K C,�►ur `) V Telephone 70 3 37841 Permit Request �h "'T i��<-S4 a 4r el Gs_*kA-6:(_ C��fir q,( M1 ' Square feet: 1st floor: existing'5"proposed 2nd floor: existinguOn proposed 3� �i's Totaltinew Zoning District ��, Flood Plain _N, Groundwater Overlay-IJ d Project Valuation Construction Type Rtt Lot Size 6(4 Grandfathered: - "Yes ❑ No If yes, attach su orting d'ocurrnentation. cu Dwelling Type: Single Family— Two Family ❑ Multi-Family (# units) Age of Existing Structurev`"a�CG"!O" Historic House: ❑Yes XNo On Old King's Highway: ❑Yes ), No Basement Type: ❑ Full ❑ Crawl 4 Walkout ❑ Other Basement Finished Area (sq.ft.) 1 U aG J F Basement Unfinished Area (sq.ft) 2-O S Number of Baths: Full: existing_ new _ Half: existing new Number of Bedrooms: existingonew (� Total Room Count (not including baths): existing new r First Floor Room Count J Heat Type and Fuel: 2�as ❑Oil ❑ Electric ❑ Other Central Air: P"(es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage existing ❑ new size _Shed:0 existing ❑ new size _ Other: Zoning Board of Appeals Authorization .❑ Appeal # Recorded ❑ . Commercial ❑Yes 4mo If yes, site plan review# Current Use jf'_S��'-"^L� Proposed Use _APPLICANT INFORMATION --- - - _r- (BUILDER OR HOMEOWNER) Name Z.ewc S I A-� Gn?�0�'ek -.�w7' LC.G Telephone Number ro ?L 3 6 Z Address 6- l 74 �� License # �✓. W-Ai Lt.../4 k-0 - o 2 6 73 Home Improvement Contractor# IV Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 2� d 'e 1 FOR OFFICIAL USE ONLY " APPLICATION# DATE ISSUED MAP/PARCEL N0. - ADDRESS VILLAGE OWNER t DATE OF INSPECTION: 'S y 1 FOUNDATION - — w FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 5tjjq oi DATE CLOSED OUT ASSOCIATION PLAN;NO. f 1 . 'ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (730 CMR 61.00) Applicant Narne: yi/1 Gib�.�e 'li o- Site Address: 3 j j v c� w�l S 1 )1 , P,-fnr Town: T e;vC 11 -e , Applicant Phone: j 6�5 �t2Li'S L r Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the followin two o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- .AND TWO-FAMILY BUILDINGS 1v AXTMUM MINIMUM Ceiling or BasTcmenab --Option 1: Fenestration exposed Wall Flooreter AFUE HSPF S I l R U-factor floors, R-Value R-Value R- alue R-Value Depth National Appliance Energy 35 R-38 R-19 R-19 R-10 R-10, ConservationArt(NAECA)of 4 f� 1981 as amended,minimums or rester as a licable Note: This form is not required if you choose either of the two versions ofREScheek.as.listed below. ❑ Option 2: REScheck Version 4.1.2 or Inter variant software analysis must be completed (780 CMR-6107.3.2 i REScheck—Web which can be accessed at http•//www,energycodes.g y/resclieold BUfLDINGS.'OVER 5:yt'ARS!LDOLD.* :'AUpZTIO�VS<0�-AZ,TERA:TTOlV5::TO!:E�STINC.. li *Buildings under S years old must use option#I or#2 in New Construction section above.- Complete . the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b- a)SF100 x — _ lazing b a (b) Glazing area equals. SF If glazing is'<;40%° use.thc, chart below. Tf.,glaziri is>:40'Q/° proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ Fenestration Exposed floors Wall Floor Basement Wall R-Value U-factor R-Value R-value R-Value and De th' R-Value .39 R-37 a R-13 R-19 R-10 R-10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior.walls, and including any access o enin s).- ❑ SUNROOM—An addition or alteration to an existing building/dwelling unit where-the total glazing area of said addition exceeds 40% of the combined gross wall and geiling area of the addition, Note:. 0wner to fill out Consumer Information Farm (found in Appendix 120,P) kcj 65 Akj / registration valid for individul use only li e2 I &'Mm-�`u License be expiration date • [f found return to: Re UIaC[On3 And Standards ; before tl►e expiration ulations and Standards IRoard of Building g CTOR i Board of Building g t301 .' - HOME IMPROVEMENT CON?RA } One Ashburton Place Rm ` _ Registration: 161813 Tr# 278051 Boston,Ma•02108 Expiration 11/2412010 i - YyPe;_LLC' - t Y MANAGEMENTzLLG /.�f'/ / LEWIS BA -° -ho vali without ignature EOWARD STAFFORD 64 HERITAGE DR. 02673 A °tor W.YARMOLITH,MA i C',vr7e-rUr i • Y l l4St � �• .d� Nhssaehusetts- Department of Public Safety Board of Building- Regulations and Standm-ds Construction Supervisor License License: CS 46420 Restricted to: 00 EDWARD T STAFFORD 64 HERITAGE DR W YARMOUTH, MA 02673 Expiration: 1 1/1 41201 0 ('..nuuissi auv Tr#: 5731 J 6,e,p,7-Ur w 1 p The commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street BOsfOn, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Pant Ledb1Y Name (Business/OrkmizaiionfiDdividual): LG 01 iS finr CAA el,ge n2 eA7 Address: City/State/Zip: �T1ti� o z4 hone.#: ��` el 2�Z IN 3- Are you an employer? Check the appropriate box: Type of project(required): 1.El I am a employer with 4. ❑ 1 am a general contractor and 1 6. ❑New construction Dave hired the sub-contractors employees(full and/or part-time).* 2.❑ I am a sole proprietor or partner-listed on the attached sheet 7. V Remodeling These snb-contractors have g, ❑Demolition ship and have no employees employees and have workers' working for me many capacity. 9. ❑Building addition [No . ❑workers' comp.-i„-urancc comp.insurance.t 5 ►Y► We are a corporation and its 10. Electrical repairs or additions required `►C officers have exercised their 1L❑Plumbing repairs or additions 3.ElI am a homeowner doing all work myself.[No workers' comp. right of exemption per MGL 12 ❑Roof repairs t c. 152, §1(4), and we have no insurance re 4 �j employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that cheeks box#1 must also fill out the section below showing their workers'compatsation policy information. t Homcownen who submit this affidavit indicating they arc doing all work and then hire outside cantrar;ors must submit a new affidavit indicating such. t-_mtractors that check this box must attached an additional sheet sbowing tlrc name of the subcontaclars and stair wbcthcr or not those entities have employees. If the sub-contractors have employees,they must prvvidb their workers'comp.policy number. I curt an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site information. lusuiancc Company Name: Policy#or Sclf--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 crimir;al pena.ltics of a 5ne Tip 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. Bo advised that a copy of this statement may be forwarded to the Office of lavesti atious of the DIA for n* MUancc coverer c verification. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct. Phonc# o �(2l 3 6 ?•-Z Official use only. Do not write in this area, tb 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/Towu CIerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Information anct instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees:; t 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 Iegal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to ope rate a business or to construct buildings in the commonwealth for any insurance coverage required." ' ence of com fiance with the g q produced table evidence applicant who has notprodu p P AdditionaIly,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, it necessary, supply sub-contractors)name(s), addresses) and phone numbcr(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 insi=Gr,. 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-inenranGo license number on the appropriate line. City or Towti 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 Pleasc 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 pmmit/license applications in any given year,need only submit one affidavit indicating euacat policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the a$idavit 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 fate for future permits or licenses. A new affidavit.must be f lled out each year.Where a horn owner or citizen is obtaining a license or permit not related to any business or commercial venture permit to burn leaves etc.) said P ersou is NOT required to complete this affidavit (ix. a dog license or p - ,Me Office of Investigations would h7�to thank you in advance for your cooperation and should you have any questions, 7Iease do not hesitate to give us a call The Department's address, tcicphonr.and fax number. The Commonwealth of Massachusetts Degartznent of Industrial Accidents Office of luVestigatIons 600 Washi-n n Street Boston, MA 02111 TeI. # 617-727-490.0 ext 4.06 or 1-M-MASSAFF Fax# 617-727-7749 tevised 11-22-06 . www_mass.go�t�c�i a THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M A 0�,� L DATA E f P � - P - + IlI� P P P ` I' P " P F fi 6 F F G F , }Jf)1 M :a , .)z,.� .•p, � l 6,4 �1w}V'�("f'� ':"•'C"f ♦ �wii Y.i- T!p'+'a*,"'�-. __..` ... - Board of Building Regula ons and Standards One Ashburton Place , Room 1301 Boston, Massachusetts 02108 Home ImprovemenLContractor Registration x x Registration: 110190 Type: Partnership q. Expiration: 10/9/2008 Tr# 127803 ASSURANCE CONSTRUCTION EDWARD STAFFORD 550 WILLOW ST. WEST YARMOUTH, MA 02675 V Update Address and return card.Mark reason for change. DPS-CAI Co aoM-osios Pcsaso Address Renewal ❑ Employment ❑ Lost Card r � ,q �iie U/O�/YI/�)2oottllP.O.LL92 P���/�GQ4dlZCilllDe�.6 .. �\ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration.\11.01go Board of Building Regulations and Standards I�!on 0/9/2008 Tr# 127803 1 One Ashburton Place Rm 1301 Up ` Boston,Ma.02108 Type Partnership ASSURANCE CONSTRUCTION. EDWARD STAFFORD'",i'? "f 550 WILLOW ST. > ` C. WEST YARMOUTH,MA 02675 Administrator Not valid without signature .o�VErO'�ti Town of Barnstable Regulatory Services HAS& �+ Thomas F. Geiler,Director. SAT o 19- Building Division ' Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable_ma.us Office: SOS-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This'Section If Using A Builder I , as Owner of the subject property hereby authorize I to act on my behalf, in all matters relative to work authorized by this building permit application for: r / (Address of Job) S ature of Owner ate 1 Print Name If Property Owner is applying for permit.please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable of THE rp o Regulatory Services H « Thomas F. Geiler,Director sAarrsrnarr. " Building Divislion pTEO 1��A Tom Perry,Building Cornrnissioner 200 Main Street, Hyannis, MA 02601 RWv.town.b arnstabl e_ma.us Office: S08-862-4038 Fax: 508-790-6230 H011TEOWNER 'LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number Street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 minimum inspection procedures and requirements and that he/she will comply with"said procedures and requirements. Signature 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 performing work for which a building permit is required shall be exempt from the provisions of this section(Section log.I.I -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for the 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, rious problems,particularly Rules&Regulations for Licensing Construction Supavisors,Section 2.15) This lack of awareness often results in se 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 hdshe 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.fom✓certifrcation for use in your community. t r OVEN. 7 i IT rl x i 17 y -• .' . - I _ a/ x �V• \ \ ',, .ter",'_,//'t - �, • r u, BOARD-OF amvrizo�zusea/,�z o���/�czaaac�uae�. _I _ BUILDING REGULATIONS: % License CONSTRUCTION SUPERVISOR ' Number'-CS O46420 I Blrthdate I- __v14/1960 u 1r �r Expires 11/14/2008 Tr.no: .3771 0 I Restncted 00- ST EDWARD T AFFORD ! . 550 WILLOW STl F W YARMOUTH, MA'02673✓ Commissloner I s 1 - , 1' ;t)"4 a zrl'z' t 'go' I eb' \\\ f .4d"'s' 12u< ! L' i J T fJ -A I - - j ' t/.; _!Z jl.'' i~ f. Zo Of-F �`� � ���. � f { � t J I If_•._-.� � � !7/�� f \� �C,. _ Ii€ I �� �k i. f i .I �����e, k Rr`T�f 1, •'i 'I � '/ / \ .\_ , K LTit kR i F 41 Li IT 1 - 1_. .� —____— ( �—_. ,. — __ P �� (—I Zc — LEvI'l.cam„ I� ()f AJIhJ 7_ •� y � q � ,`\ ) I ',�: µ I. (\ III :I , p \• � � ——I /// / /�/ \\\� �� � - J r F 26. I 1 � --- —— - i j'F c,u rEE-rncr:!•: - { ,ti! j. i etim- , 9r�'tr, `% RC��U1•,1 9 a 1 AP`S.l ' s I ItL _. it -. -; --_- -, -. i t! S I I I � ' i 2•.,�,�- - i i _ - j' i I FII, ru<s-.. ri f - r fE4 ICE Qu r I - Lr g„T36. - nEnrc�r.15 N u ' - Zesti-• �, � - '`�\�• / - �/� FAT 45 TILE�IIUF)Q9 �I Vr Y� Tiq A. my Ji L ' �I' Town of Barnstable Building Department - 200 Main Street STABLE, = Hyannis, MA 02 601 MASS. 9�A i63� (508) 862-4038 rFO MAC A ` Certificate of Occupancy Application Number: 200704802 CO Number: 20080433 Parcel ID: 230101001 CO Issue Date: 10/19/09 Location: 35 LOOMIS LANE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: STAFFORD, ED Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: to Building Department Signature Date Signed tHE TOWN OF BARNSTABLE � T° Building Application Ref: 200704802 BARNSTASLE, Issue Date: 10/03/07 Permit y MASS 1639• ��� Applicant: STAFFORD,ED Permit Number: B 20072433 ArFB�.i A Proposed Use: DEVELOPABLE LAND Expiration bate: 04/01/08 Location 35 LOOMIS LANE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 230101001 Permit Fee$ 3,280.00 Contractor STAFFORD,ED Village CENTERVILLE App Fee$ 100.00 License Num 046420 Est Construction Cost$ 800,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 4 BEDROOM HOME WITH 3 CAR GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record:TARDIF, PAUL R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: %MORELL,ALLEN N TR INSPECTION HAS BEEN MADE. 3900 BOKEL DR CHANTILLY,VA 20151 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY'STREET;.ALLY OR SIDEWALK OR ANtIPART THE*b WHtxTEMPORARILY OR PERMANENTL.Y. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDERTHE UILDING CODE,MUST BE APPROVED BY.THE JURISDICTION, STREETOR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC',SEWERS MAY BE"OBTAINED FROMTHE'DEPARTMENT 0.F" PUBLIC WORKS'R THE ISSUANCE OF THIS PERMIT.DOES NOT RELEASE THE APPLICANT FROMJHE 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). 04 m�a,:aq. W' AA", -, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 V 2 nag fig; 2 �10 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health p ItC lt�Ml«�a CO ®� !(>�/j' ZDOj 10--04-C)9 S ,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map Parcel t o v 3-0 7—Application#' Health Division' Date Issued O 3 6­1 Conservation Divisionk-'� _ Application Fee 17,96 Tax Collector Permit Fee ~ $ 33 aS dd Treasure dGt__4 �°I3�o 7 3•'7 �- Planning Dept. /�'V % �� ® Date Definitive Plan Approved by Planning.Board Historic-OKH Preservation/Hyannis Project Street Address `—O O►M t :S LArJrd Village CVA!9,4 Ji__Ar Owner AL Mo g e L L Address oo RQ U Telephone 078 0 �h "�'r / vA uls-[ Permit Request f t "l>rJ kbM& (s w4 3 C CAI l Square feet: 1st floor:existing proposed `gas 2nd floor:existing proposed Total new $60 Zoning District 9 D_ J Flood Plain Groundwater Overlay Project Valuation 0 00 Construction Type Lot Size t It ; C(So S r Grandfathered: Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �No On Old King's Highway: ❑Yes *0 Basement Type: ❑Full ❑Crawl XWalkout ❑Other Basement Finished Area(sq.ft.) t3 00 S i✓. 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 10 First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing *new size 3G0-4 Shed:❑existing ❑new size Other: a Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ t� Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use Re.S z BUILDER INFORMATION ) Name i2 5�l�'�ri�r.� Telephone Number S d K-13 (Z Address License# /", Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO %7[/m r&57 . SIGNATURE DATE f ,. i FOR OFFICIAL USE ONLY sM z > ,PLICATI.ON# ISSUED t a M P PARCEL NO. ADDRESS VILLAGE x OWNER DATE OF INSPECTION: , FOUNDATION Ll t'1�•F FRAME 42-'y[m9 INSULATION 3I2,I, 0 i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL • GAS: ROUGH FINAL ' 'Fa FINAL BUILDING r6Qo o ' DATE CLOSED OUT '"< ASSOCIATION PLAN NO. , Permit# Permit Date r REScheck Software Version 3.7.3 Compliance certificate Project Title: Morell Residence Report Date:08/03/07 Data filename:C:\Program Files\Check\RESchecknew\Assurance-35 Loomis.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: Multifamily Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 23% Heating Degree Days: .6137 Construction Site: Owmei/Agent:' Designer/Contractor: . 35 Loomis Lane Assurance Construction Barnstable,MA xra 4 c e` Ceiling 1:Flat Ceiling or Scissor Truss: 2882 38.0 0.0 86 Ceiling 2:Cathedral Ceiling(no attic): 298 30i0 0.0 10 Skylight 1:Vinyl Frame:Double Pane with Low-E: 16 0.420 7 Wall 1:Wood Frame,16"o.c.: 4617 19.0 0.0 210 Window 1:Vinyl Frame-.Double Pane with Low=E: 807 0.330 266 ' Door 1:Solid: 40 0.290 12 Door 2:Glass: 265 0.310 82 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1482 19.0 0.0 70 Floor 2:Slab-On-Grade:Unheated:,insulation Depth:2.0' 1488 10.0 1141 Furnace 1:Forced Hot Air:84 AFUE Compliance Statement: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 Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load specified in Sections 780CMR 1310 and J4.4. it er/Designer Company Name Date _ Morell Residence Page 1 of 1 f -3/06/2007 08:38 FAX 508 778 1218 Z 001/001 RightFax H1-3 8/3/2007 3 : 22 : 21 PM PAGE 003/003 Fax Server ACORD: 'CERTIFICATE OF INSURANCE DATE(MMXDMYY) 08-03-07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE DOWLING 8 ONEIL INS AGCY HOLDER, THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 222 WEST MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 1990 COMPANIES AFFORDING COVERAGE HYANNIS,MA 02601 COMPANY 76RNJ A HARTFORD GROUP INSURED COMPANY B ASSURANCE CONSTRUCTION INC COMPANY 550 WILLOW STREET C WEST YARMOUTH,MA 02673 COMPANY D COVERAGE 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 REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDWY) DATE(MMIDDIYY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTORS PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE S EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'S LIABILITY UB-807GB599-07 02-22-07 02-22-08 STATUTORYLIMITS X THE PROPRIETOR/ EACH ACCIDENT S 500,000 PARTNERS/EXECUTIVE X INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE S 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS CONfP COVERAGE. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TOMAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HO-DER NAMED TO THE LEFT,BUT 200 MAIN STREET FAILURE TOMAIL SUCH NOTICE SHALL IMPOSE NO OELIGATION OR LIABILITY OFANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE Runani Ayer ACORD 25-5(3193) y 07/e �ornm¢arx�uea�/ o�/�aaaac/zuae�t BOARD OF BUILDI C�REGULATIONS License CONSTRUCTION SUPE tV1, Numb�,C 046420 BI h 11 141960 I � x r9t1 1 008 Tr.no: 3771.0 Rtrictt0 , PS EDWARD T ST�'�F�FDB � f' ? 550 WILLOW ST . W YARM'OUTH, Commissioner t MR 04,2006 00:54 000-000-00000 page 1 T 1. - Town Of Bamstable. # � �Legul,atory Servl��s � . �hozoa,V-(;W1w,Director ) u Meg Divisfou Tom Verry, BURdtng CauuWadnner 200 Mai SUCC; Hyam ds.MA 03601 .t�o-wn.berrpetabi�.mOL Office: 508-362-4038 _ Fax; $08.790-6230 Propeq Ow=rMust Complete and Sign This Section If Using ABuilder Tn,-5t es Ow r of the subject propexty erebyaurhoxize R.. i•�ka�c� 2�{ to act oa mybeb4 ilL aII matters relative to work autheriud bytbia biu7d gpermit appl Getion far: _ 35 ( ss a job 7 s �fOw=r Frint Nazz i r Q�ORMS:01%TRMJ�9iQN MAR 04,2006 00:15 page 2 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M A G�� 'L DATA ' Po Box t�N. r _ -- -_. _� \`t X in O L \ �� �`\ i 1 Town of Barnstable Regulatory Services BARNSrABL&MASS. Thomas F. Geiler,Director' �hA Building Division , Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: .508-790-6230 PLAN REVIEW Owner: ! ' I pc�2l� Map/Parcel: J O/ d0 J Project Address 35 l-ocr;.s L ti; Builder: The following items were noted on reviewing: ii y w. ee_j 0.S per coN ' , 0,Ci tN here I u re d l �r ti �f Vl Lowcr-e4'�� Reviewed by: o/Zf'/d7 Date: Q:Forms:Plnrvw ' (/�A� The Commonwealth of Massachusetts Department of Industrial Accidents `f Offcce'of Investigations -- 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers?Compensation Insurance.Affidavit: Builders/Contractors/Electridans/Plumbers Applicant Information / Please Print LeQibiy Name(Business/Organization/Individual):- ate` f f u rz�,A Ce_ Cu O S / Address: C 56 t a Me-4 S i tr'-/-- 'CL CC 7 3 City/State/Zip:tu, :l ice. V__LA Phone.#: S_6 b ` 7.7/ 741 Are you an employer? Check the appropriate box: •Type of project(required):. 1.❑ I am a employee 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 i These sub-contractors have 8. Demolition working for me in an capacity. employees and have workers' Y P tY t. 9. 0 Building addition [No workers' comp.insurance comp. insurance. required.] ! 5. We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myselL [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' . .13.❑ Other comp. insurance required.] . 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $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. lam 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: 31 L C o u416 L*A City/State/Zip: cadamli Ac MA-4 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 I)IA for insurance coverage verification. l do hereby certify an a pain d enalties of_perjury that the information provided above is true and correct Simature: Date: 1 ' 5 7 Phone#: 9,) -7 7 -7 4/C) 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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their`employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the' dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced.acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract foz the performance of public work until acceptable evidence of compliance with the in.�nce 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,it necessary,supply sub-confmctor(s)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. 'The affidavit should be retumed 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 address,telephone-and fax number:. Tlie Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22.06 www.mass.go-vldia J Affidavit of Substantial Financial Interest of55�Yc C ( d , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 23� , Parcel The address of the property is �3.5- 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is -7 07 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is `7 1 '67 I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of , 200_. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT fI I. f, �Q 3j L-od,*.-.A L, �� DC016N NOTE& REVISIORB: BY: R-22-0B R1WP eau »^"ra ruwmvaus�m 6-°-De NAYP m = = a i lopm • I I �, BrEGAL PRAMNB NOTED amx I _ j ��', n e rrnµ Ppmmmrxruuerwurgcwvuxwx ml�aunae.xn.waw.nrwem n .eeuam pal x I /� `\` e m nwee Mda eeNemaeuvm . II ( I � \\\ DurCu916NepcacNC�O=DBR 3¢ ��a i ,ogre ANv cOLLLefNg caw.Rr a � a��_��! I __ ��m4� ALL---___• _ � �!� uu,avw_N me �'� ��z y" C NI TRB Pbu _o � I I I I / '�� Fembg SCINatle•WMiebetl Cp MY D— Imglfi A •aC ----� L N.• /' m a.a FnM PUJIJ eE Ca4 ae kg 6tleeb-NmNahpN \\»•��\ y x.\ u Tea Dry Dmcp[IOR Imam •ti / / a<pesspn Tea DAY MNNecNel Plppca Oexalplivn Neig Patrcm i 61 ' /` f BC FRM1ERa fi X—va--T-0' Jrzaz°oe Third Floor Beam Placement Plan wJ•2°-06 114•-1.-W INSTALLATION DWG:N3 BNEE:J I J Lest Se w 6/4/2 Date: 008 8:06 PM Print Date: 8lM1D08 288 PM _ PROJECT NAME: d ADDRESS: cp rh PERMIT# -,�0 '7 Q T�d PERMIT DATE: D b M/P• LARGE ROLLED PLANS ARE IN: pox I, Ib SLOT Data en tered"in MAPS program on: (e 112., �/wnfiles/archive ,: Boisw Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...XD17 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0112 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1st Floor\D17 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: i VIN io W! Illllllllllllllllllllillll � 15-02-04 BO B1 LL 623 Ibs LL 696 Ibs DL 1729 Ibs DL 2217 Ibs SL 1583 Ibs SL 2117 Ibs Total of Horizontal Design Spans=15-02-04 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 15-02-04 40 10 01-04-00 2 Reaction from 2ndFloor\D12 ... Conc. Pt. (Ibs) Left 08-08-04 08-08-04 509 3388 3700 _ n/a Load ,Disclosure Controls Summary Value %Allowable Duration Case Span Location ` Completeness and accuracy of input must Pos. Moment 30757 ft-Ibs 62.9% 115% 13 1 - Internal be verified by anyone who would rely on End Shear -4934 Ibs 27.2% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U343.(0.532") 70.1% 2 1 particular application.Output here based Live Load Defl. U614(0.297") 58.6% 2 1 on building code-accepted design Max Defl. 0.532' 53.2% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.3 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®,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 GLULAMTSIMPLE FRAMING SYSTEM®,VERSA-LAMO,VERSA-RIM Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearing+ PLUS®,VERSA-RIMO, 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=7-7/8" b minimum=2-1/2"d=24" 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. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. 0/1 Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 80iSE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor1D18 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1st Floor\D18 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: AL 10-00-00 AL 10-00-00 BO 131 B2 LL 2544 Ibs LL 7051 Ibs LL 1815 Ibs DL 498 lbs DL 3054 Ibs DL 804 Ibs Total of Horizontal Design Spans=20-00-00 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 20-00-00 40 10 08-00-00 2 Trapezoidal (pif) Right 00-00-00 0 0 n/a 12-03-14 300 75 n/a 3 Unf.Area(psf) Left 00-00-00 07-08-02 40 10 07-00-00 4 Reaction from Designs\1 st FI... Conc. Pt. (Ibs) Left 13-09-02 13-09-02 426 1476 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7312 ft-Ibs 34.9% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -10189 ft-Ibs -48.7% 100% 1 1 -Right output as evidence of suitability for End Shear 2382 Ibs 25.1% 100% 14 1 -Left particular application.Output here based Cont. Shear 4630 Ibs 48.9% 100% 1 2-Left on building code-accepted design 0.157" 31.3% 16 2 properties and analysis methods. Total Load Defl. L/766 ( ) Installation of BOISE engineered wood Live Load Defl. U1062(0.113") 33.9% 14 1 products must be in accordance with Total Neg. Defl. -0.043" 8.5% 16 1 current Installation Guide and applicable Max Defl. 0.157" 15.7% 16 2 building codes.To obtain Installation Guide Span/Depth 12.6 n/a 0 2 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 BOARDTM, BCIO, Design meets Code minimum(U360) Live load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets arbitrary 1" Maximum load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM g ry( ) PLUS@,VERSA-RIM@, Minimum bearing length for BO is 1-1/2". VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for B1 is 3". trademarks of Boise Wood Products, Minimum bearing length for B2 is 1-1/2". L.L.C. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BOiSE_ Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1st FlooAD18 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1st Floor\D18 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 ° ° ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=4-1/2" or ask questions,please call (888)234-0056 before installation. b minimum=3" d= 12" e minimum= 3" BC CALCO,BC FRAMER®,AJS-, ALLJOIST@, BC RIM BOARD TM BCI@, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMM,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-STRANDS,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 80iSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\D43 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1 st Floor\D43 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc:ON t 3 C, ' .::' ....a. '. _.._. a..,... .....: ,. r ! .... ,....a ✓„ ! . r I ..• r .. �.., ...,ace- „'i7l 15-11-08 BO 131 "'f Ell LL 426 Ibs LL 426 Ibs DL 1476 Ibs DL 1476 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 40 10 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 15-11-08 0 60 n/a 3 Unf.Area(psf) Left 00-00-00 15-11-08 0 10 10-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 7588 ft-Ibs 35.7% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1649 lbs 20.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U538 (0.356") 44.6% 1 1 particular application.Output here based Live Load Defl. U2404(0.08") 15.0% 1 1 on building code-accepted design Max Defl. 0.356" 35.6% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 16.1 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@,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDT"^ BCIO, 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+ SYSTEM@,VERSA-LAM@,VERSA-RIM P = P 9 PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRANDO,VERSA-STUD@are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c 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 BO1SE- Single 11-7/8" BCI® 60s-2.0 SP Joist\1st Floor1D44 BC CALCO 9.5 Design Report-US 5 spans I Right cantilever 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1 st Floor\D44 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1336 Misc: 7 r t s... A&A .,..:.,... ,awe 04-08-08 17-09-06 18-08-08 03-10-08 0 09-06 BO, 1-3/4" B1,3-1/2" B2,3-1/2" B3,3-1/2" B4,3-1/2" LL 192 Ibs LL 931 Ibs LL 1031 Ibs LL 1050 Ibs LL 217 Ibs DL 0 Ibs DL 197 Ibs DL 257 Ibs DL 221 Ibs DL 0 Ibs Total of Horizontal Design Spans=46-10-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 46-10-04 40 10 16" Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1343 ft-Ibs 21.5% 100% 14 3-Internal be verified by anyone who would rely on Neg. Moment -2069 ft-Ibs 33.2% 100% 20 3-Left output as evidence of suitability for End Reaction -314 Ibs 25.6% 100% 16 1 -Left particular application.Output here based Int. Reaction 1269 Ibs 43.7% 100% 20 3-Left on building code-accepted design Cont. Shear 647 Ibs 35.5% 100% 22 3-Right properties and analysis methods. 9 Installation of BOISE engineered wood Uplift 313 Ibs n/a 16 1 -Left products must be in accordance with Uplift 348 Ibs n/a 20 4-Right current Installation Guide and applicable Total Load Defl. U1608(0.14") 14.9% 14 3 building codes.To obtain Installation Guide Live Load Defl. U1885(0.119") 25.5% 14 3 or ask questions, please call Total Neg. Defl. -0.03" 6.0% 14 2 (888)234-0056 before installation. Max Defl. 0.14" 14.0% 14 3 BC CALCO,BC FRAMER@,AJSTM, Span/Depth 18.9 n/a 0 3 ALLJOISTO, BC RIM BOARDTM,BCI®, BOISE GLULAMTM'SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, Uplift of 313 Ibs found at span 1 - Left. VERSA-STRAND@,VERSA-STUD®are Uplift of 348 Ibs found at span 4-Right. trademarks of Boise Wood Products, Design assumes Top and Bottom flanges to be restrained at cantilever. L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span•Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE- Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...\D47 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1 st Floor\D47 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �c r..-'- _ ,, ,i, f,>a;, :,, .,: ,, _ .,.� ,....... . n. .,a- ,s•,. f n ___ate. AIL 14-00-00 BO 61 LL 3220 Ibs LL 3220 Ibs DL 969 Ibs DL 969 Ibs Total of Horizontal Design Spans=14-00-00 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 14-00-00 40 10 11-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 14660 ft-Ibs 34.5% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 3553 Ibs 22.5% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U635 (0.265") 37.8% 1 1 particular application.Output here based Live Load Defl. U825 (0.204") 43.6% 1 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.265 26.5/0 1 1 Installation of BOISE engineered wood Span/Depth 14.1 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 RIM BOARD TM BCIO Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' SIMPLE FRAMING SYSTEMS,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 c •� • a minimum=2" c=7-7/8" b minimum=2-1/2"d=24" Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 BOiSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\D54 BC CALC®9.5 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1 st Floor\D54 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: 'Shepley Wood Products Code reports: ESR-1040 Misc: I11111111111111111111111111_ AL 10-04-00 07-10-12 BO 131 B2 LL 1847 Ibs LL 4750 Ibs LL 986 Ibs DL 1102 Ibs DL 2869 Ibs DL 0 Ibs Total of Horizontal Design Spans=18-02-12 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(psf) Left 00-00-00 18-02-12 40 10 07-00-00 2 Reaction from 2ndFloor\D53 ... Conc. Pt. (Ibs) Left 05-10-00 05-10-00 1854 2275 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 10929 ft-Ibs 34.2% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -8673 ft-Ibs 27.2% 100% 1 1 -Right output as evidence of suitability for End Shear 2559 Ibs 21.6% 100% 14 1 -Left particular application.Output here based Cont. Shear 4652 Ibs' 39.3% 100% 1 1 - Right on building code-accepted design Uplift 633 Ibs n/a 14 2-Right properties and analysis methods. p g Installation of BOISE engineered wood Total Load Defl. U1098(0.113") -21.9% 14 1 products must be in accordance with Live Load Defl. U1906(0.065") 18.9% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.031" 6.3% 14 2 building codes.To obtain Installation Guide Max Defl. 0.113" 11.3% 14 1 or ask questions,please call Span/Depth 10.4 n/a 0 1 (888)234-0056 before installation. BC CALC®, BC FRAMERO,AJSTM, Cautions ALLJOISTO,BC RIM BOARD-,BCIO, Uplift of 633 Ibs found at span 2-Right. BOISE GLULAMT"' SIMPLE FRAMING SYSTEM®,VERSA-LAMO,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 3". 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 BOiSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor1D54 BC CALC®9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1st Floor\D54 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=6-7/8" (888)234-0056 before installation. b minimum=3" d= 12" e minimum=3" BC CALC®, BC FRAMER®,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-LAMO,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 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1st Floor\D48 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1 st Floor\D48 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: , f � r N 10-06-00 BO B1 LL 2520 Ibs LL 2520 Ibs DL 722 Ibs DL 722 Ibs Total of Horizontal Design Spans=10-06-00 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 10-06-00 40 10 12-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8511 ft-Ibs 26.7% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 2586 Ibs 21.8% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U1093(0.115") 22.0% 1 1 particular application.Output here based Live Load Defl. U1406 (0.09") 25.6% 1 1 on building code-accepted design Max Defl. 0.115" 11.5% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.6. 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@,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIMBOARDTM' 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 9 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. o 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- Single 11-7/8" BCI® 60s-2.0 SP Joist\1st Floor1D49 BC CALC®9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1st Floor\D49 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1336 Misc: 9 \ \ AL 18-11-04 BO,1-3/4" B1,1-3/4" LL 505 Ibs LL 505 Ibs DL 126 Ibs DL 126 Ibs Total of Horizontal Design Spans=18-11-04 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 18-11-04 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2989 ft-Ibs 47.9% 100% 1 1 -Internal be verified by anyone who would rely on End Reaction 626 Ibs 51.1% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U562(0.405") 42.7% 1 1 particular application.Output here based Live Load Defl. L1702(0.324") 68.4% 1 1 on building code-accepted design Max Defl. 0.405" 40.5% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 19.1 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 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+ ALLJOISTO, BC RIM BOARD-,BCIO, 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-RIMPLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. I Page 1 of 1 Boisw Single 11-7/8" AJSTm 20 MSR JoistAst Floor1D50 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 16"OCS Repetitive Glued&nailed construction File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1 st Floor\D50 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1144 Misc: z iiio :w 2...,✓:. -�...ems:,,/�/ Lii, .r.:., .<..s '%,t,�,,,m.,.,a";' ✓,iw... •' ._.�7. �. ei. ,dY.0..• xC 13-09-12 BO,1-1/2" B1, 1-1/2" LL 368 Ibs LL 368 Ibs DL 92 Ibs DL 92 Ibs Total of Horizontal Design Spans=13-09-12 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 13-09-12 40 10 16" Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1590 ft-Ibs 36.1% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 456 Ibs 39.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U1147(0.144") 20.9% 1 1 particular application.Output here based Live Load Defl. U1434(0.116") 33.5% 1 1 on building code-accepted design Max Defl. 0.144" 14.4% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 14.0 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 User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJS- Entered/Displayed Horizontal Span Length(s) = Clear Span+ 112 min. end bearing+ ALLJOISTO, BC RIMBOARDTM'BCI@, 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 P 9 9 1 PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOiSE_ Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam11 st Floor1D51 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 1st Floor\D51 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 2 3 1 / i s, k 08-08-06 BO 61 LL 4131 Ibs LL 4176 Ibs DL 2047 Ibs DL 2297 Ibs SL 930 Ibs SL 1257 Ibs Total of Horizontal Design Spans=08-08-06 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 08-08-06 40 10 11-06-00 2 Unf. Lin. (plf) Left 00-00-00 08-08-06 0 60 n/a 3 Unf.Area(psf) Left 00-00-00 08-08-06 40 10 11-06-00 4 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Left 05-00-00 05-00-00 305 1670 2187 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 20183 ft-Ibs 55.0% 115% 2 1 -Internal be verified by anyone who would rely on End Shear -6427 Ibs 47.2% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U603(0.173") 39.8% 2 1 particular application.Output here based Live Load Defl. L/871 (0.12") 41.4% 2 1 on building code-accepted design Max Defl. 0.173" 17.3% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 8.8 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@,AJS- Minimum bearing length for BO is 1-3/4". ALLJOISTO, BC RIM BOARDTM BCIO, Minimum bearing length for Bf is 2". BOISE GLULAM- 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-STRANDO,VERSA-STUD@are trademarks of Boise Wood Products, Connection_Diagram L.L.C. r�{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 BOiSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor1D12 BC CALC®9.5 Design Report-US 3 spans I No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D12 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 i i 08-08-04 06-07-12 07-05-06 BO 61 B2 B3 LL 202 Ibs LL 509 Ibs LL 458 Ibs LL 180 Ibs DL 361 Ibs DL 3389 Ibs DL 394 Ibs DL 66 Ibs SL 3700 Ibs SL 25 Ibs Total of Horizontal Design Spans=22-09-06 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 22-09-06 40 10 01=04-00 2 Unf. Lin. (plf) Left 00-00-00 15-04-00 0 80 n/a 4 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 08-08-14 08-08-14 2414 3713 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1003 ft-Ibs 4.7% 100% 14 1 -Internal be verified by anyone who would rely on Neg. Moment -1226 ft-Ibs 5.8% 100% 18 1 -Right output as evidence of suitability for End Shear 395 Ibs 5.0% 100% 14 1 -Left particular application.Output here based Cont. Shear 649 Ibs 8.2% 100% 18 1 -Right on building code-accepted design 0.012" 2.7% 14 1 properties and analysis methods. Total Load Defl. U8750 ( ) Installation of BOISE engineered wood Live Load Defl. U21407(0.005") 1.7% 14 1 products must be in accordance with Total Neg. Defl. -0.002" 0.4% 14 2 current Installation Guide and applicable Max Defl. 0.012" 1.2% 14 1 building codes.To obtain Installation Guide Span/Depth 8.8 n/a 0 1 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- 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 9 ry( ) PLUS®,VERSA-RIM®, Minimum bearing length for B0'is 1-1/2". VERSA-STRAND®,VERSA-STUD®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 Connection Diagram b d . a c a minimum=2" c=7-7/8"' 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 noises Double 11-7/8" BCI® 60s-2.0 SP Joist\2ndFloor\D14 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, September 24,2007 14:34 Build 91 16"OCS Repetitive Glued&nailed construction File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D14 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1336 Misc: a 3 2 pig' 1 Y ,..is....Y 15-02-14 BO, 1-3/4" B1, 1-3/4" LL 406 Ibs LL 406 Ibs DL 681 Ibs DL 195 Ibs SL 688 Ibs SL 111 Ibs Total of Horizontal Design Spans=15-02-14 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 15-02-14 40 10 16" 2 Conc. Lin. (plf) Left 02-01-08 02-01-08 0 60 16" 3 Conc. Lin. (plf) Left 02-01-08 02-01-08 15 30 16" 4 Reaction from Level 3\D13 at...Conc. Pt. (Ibs) Left 02-01-08 02-01-08 573 759 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3815 ft-Ibs 26.6% 115% 2 1 - Internal be verified by anyone who would rely on End Reaction 1770 Ibs 62.8% 115% 2 1 Left output as evidence of suitability for Total Load Defl. U1044(0.175") 23.0% 2 1 particular application.Output here based Live Load Defl. U1566(0.117") 30.7% 2 1 on building code-accepted design Max Defl. 0.175" 17.5% 2 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 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 CALCO, BC FRAMER@,AJS- Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ ALLJOISTO, BC RIM BOARDTM, BCIO, 1/2 intermediate bearing BOISE GLULAMT"' SIMPLE FRAMING ComComposite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM@,VERSA-LAM@,VERSA-RIM P 9 9 1 PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 BOiSE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D27 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: . Moreli Residence Description: 2ndFloor\D27 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 31 y i 12-01-10 BO B1 LL 324 Ibs LL 324 Ibs DL 617 Ibs DL 676 Ibs SL 544 Ibs SL 611 Ibs Total of Horizontal Design Spans=12-01-10 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 12-01-10 40 10 01-04-00 2 Unf. Lin. (plf) Left 03-08-00 09-02-00 0 80 n/a 3 Unf.Area(psf) Left 03-08-00 09-02-00 15 30 07-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 6479 ft-Ibs 40.4% 115% 2 1 - Internal be verified by anyone who would rely on End Shear -1544'lbs 21.3% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U445(0.327") 53.9% 2 1 particular application.Output here based Live Load Defl. L/781 (0.187") 46.1% 2 1 on building code-accepted design 0.327" 32.7% 2 1 properties and analysis methods. Max Defl. Span/Depth 0.32 0 1 Installation of BOISE engineered wood p p n 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 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 GLULAMTSIMPLE FRAMING Entered/Displayed Horizontal S an Length(s) Clear S an+ 1/2 min.end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM P = p 9 PLUS®,VERSA-RIND, 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 Page�1 of 1 80iSE- Single 9-1/2" AJSTm 20 MSR Joist\2ndFloor\D28 BC CALC®9.5 Design Report- US 3 spans I No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 16"OCS Repetitive Glued&nailed construction ' I File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D28 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1144 Misc: 11-10-14 11-09-04 A 12-01-10 BO,1-1/2" B1,3-1/2" . B2,3-1/2" 133, 1-1/2" LL 286 Ibs LL 759 Ibs LL 767 Ibs LL 290 Ibs DL 64 Ibs DL 173 Ibs DL 176 Ibs DL 65 Ibs Total of Horizontal Design Spans=35-09-12 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 35-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 946 ft-Ibs 27.8% 100% 14 3- Internal be verified by anyone who would rely on Neg. Moment -1087 ft-Ibs 32.0% 100% 20 2-Right output as evidence of suitability for End Reaction 351 Ibs , 30.7% 100% 14 3-Right particular application.Output here based Int. Reaction 924 Ibs 31.5% 100% 20 3-Left on building code-accepted design Cont. Shear 484 Ibs 41.8% 100% 20 3-Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U1413(0.103") 17.0% 14 3 products must be in accordance with Live Load Defl. U1671 (0.087") 28.7% 14 3 current Installation Guide and applicable Total Neg. Defl -0.043" .. 8.6% 14 2 building codes.To obtain Installation Guide. Max Defl. 0.103" 10.3% 14 3 or ask questions,please call Span/Depth 15.3 n/a 0 3 (888)234-0056 before installation. BC CALC®, BC FRAMER®,AJSTM' Notes ALLJOISTO, BC RIM BOARDTM'BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"^ SIMPLE FRAMING Design meets User specified (U480) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS 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 80iSE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D29 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D29 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 111111111111111111111111111111� 11-09-04 BO 131 LL 314 Ibs LL 314 Ibs DL 670 Ibs DL 1105 Ibs SL 695 Ibs SL 1289 Ibs Total of Horizontal Design Spans=11-09-04 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 11-09-04 40 10 01-04-00 2 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 07-07-12 07-07-12 1453 1984 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 10480 ft-Ibs 43.5% 115% • 2 1 - Internal be verified by anyone who would rely on End Shear -2638 Ibs 24.2% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U496'(0.285") 48.4% 2 1 particular application.Output here based Live Load Defl. U840(0.168") 42.9% 2 1 on building code-accepted design Max Defl. 0.285" 28.5% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 14.9 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 RIM BOARD- BC10, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTSIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear Span+ 1/2 min. end bearing + SYSTEM@,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. b - d a O c e 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 80i$E'u Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamUnffloor1D30 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D30 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 6 7 1 i as�'rl BO 61 LL 256 Ibs LL 256 Ibs DL 642 Ibs DL 722 Ibs SL 512 Ibs SL 512 Ibs Total of Horizontal Design Spans=09-07-00 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 09-07-00 40 10 01-04-00 2 Unf. Lin. (plf) Right 00-00-00 01-09-08 0 60 n/a 3 Unf. Lin. (plf) Left 00-00-00 01-09-08 `0 60 n/a 4 Unf.Area(psf) Left 00-00-00 01-09-08 15 30 05-06-00 5 Unf.Area(psf) Right 00-00-00 01-09-08 25 30 05-06-00 6 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 01-09-08 01-09-08 246 216 n/a 7 Reaction from Designs\Level ...Conc. Pt. (Ibs) Right 01-09-08 01-09-08 246 216 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2292 ft-Ibs 9.5% 115% 13 1 - Internal be verified by anyone who would rely on End Shear -1106 Ibs 10.1% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U2084(0.055") 11.5% 2 1 particular application.Output here based Live Load Defl. U3822(0.03") 9.4% 2 1 on building code-accepted design Max Defl. 0.055" 5.5% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.1 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@,AJSM Minimum bearing length for BO is 1-1/2". ALLJOISTO, BC RIM BOARD- BCI@, 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+ SYSTEM@,VERSA LAM@,VERSA-RIM P — P 9 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 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 BOiSE_ Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D31 BC CALC®9.5 Design Report- US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D31 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 3 1 a 13-05-05 BO 131 LL 359 Ibs LL 359 Ibs DL 3720 Ibs DL 3720 Ibs SL 3731 Ibs SL 3731 Ibs Total of Horizontal Design Spans=13-05-05 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 13-05-05 40 10 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 13-05-05 0 60 n/a 3 Unf.Area(psf) Left 00-00-00 13-05-05 0 10 18-06-00 4 Unf.Area(psf) Left 00-00-00 13-05-05 15 30 18-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 26246,ft-Ibs 71.5% 115% 13 1 -Internal be verified by anyone who would rely on End Shear -6587 Ibs 48.4% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U277.(0.583") 86.7% 13 1 particular application.Output here based Live Load Defl. U529(0.305") '68.1% 13 1 on building code-accepted design Max Defl. 0.583" 58.3% 13 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 13.6 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 CALC®,BC FRAMER®,AJS- Minimum bearing length for BO is 2". ALLJOISTO, BC RIMBOARD TM,BCI®, Minimum bearing length for B1 is 2". BOISE GLULAM SIMPLE FRAMING Entered/Displayed Horizontal Span Len th s —Clear Span+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM P 9 ( )— P 9 PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. r►{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" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BOiSETM Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D32 BC CALCO 9.5 Design Report- US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D32 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 60" 1111111111111111111111111 05-10-14 L 04-02-10 BO B1 B2 LL 807 Ibs LL 2429 Ibs LL 605 Ibs DL 217 Ibs DL 4313 Ibs DL 118 Ibs SL 3731 Ibs Total of Horizontal Design Spans=10-01-08 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 10-01-08 40 10 08-00-00 2 Reaction from 2ndFloor\D31 ... Conc. Pt. (Ibs) Left . 05-10-14 05-10-14 358 3720 3731 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1274 ft-Ibs 6.0% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -1429 ft-Ibs 6.7% 100% 1 1 -Right output as evidence of suitability for End Shear 587 Ibs 7.4% 100% 14 1 -Left particular application.Output here based Cont. Shear 990 Ibs 12.5% 100% 1 1 -Right on building code-accepted design properties and analysis methods. Uplift 75 Ibs' n/a 13 2-Right Installation of BOISE engineered wood Total Load Defl. U9806(0.007") 2.4% 13 1 products must be in accordance with Live Load Defl. U12088(0.006") .. 3.0% 13 1 current Installation Guide and applicable Total Neg. Defl. -0.002" 0.3% 13 2 building codes.To.obtain Installation Guide Max Defl. 0.007" 0.7% 13 1 or ask questions,please call Span/Depth 6.0 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMERS,AJS-, Cautions ALLJOISTS, BC RIM BOARD- BCIO, Uplift of 75 Ibs found at span 2-Right. BOISE GLULAMT^^ SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM PLUSO,VERSA-RIMS, Notes VERSA-STRANDS,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 meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4". 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 Connection Diagram i{b —d a c a minimum=2" c=7-7/8" 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. Bagedtag Ire: 16d Common Nails nois " Single 11-7/8" BCI® 60s-2.0 SP Joist\2ndFloor\D33 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 16"OCS Repetitive Glued&nailed construction File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D33 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1336 Misc: r :/ k \01 , a Ak 18-08-04 BO B1, 1-3/4" LL 498 Ibs LL 498 Ibs DL 125 Ibs DL 125 Ibs Total of Horizontal Design Spans=18-08-04 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 18-08-04 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2910 ft-Ibs 46.7% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 618 Ibs 50.5% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U583(0.385") 41.2% 1 1 particular application.Output here based Live Load Defl. U729(0.308") 65.9% 1 1 on building code-accepted design Max Defl. 0.385 38.5% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 18.9 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 User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJST"' Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min.end bearing+ ALLJOISTO,BC RIM BOARD- BCI@, 1/2 intermediate bearing BOISE GLULAMT"" SIMPLE FRAMING ComComposite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEMS,VERSA-LAM@,VERSA-RIM P 9 9 1 PLUS®,VERSA-RIM®, VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 80iSE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D34 BC CALCO 9.5 Design Report- US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D34 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 07-03-02 BO B1 LL 581 Ibs LL 581 Ibs DL 188 Ibs DL 188 Ibs Total of Horizontal Design Spans=07-03-02 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 07-03-02 40 10 04-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1395 ft-Ibs 6.6% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 546 Ibs 6.9% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U6430(0.014") 3.7% 1 1 particular application.Output here based Live Load Defl. U8507(0.01") 4.2% 1 1 on building code-accepted design Max Defl. 0.014" 1.4% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 7.3 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 CALC®, BC FRAMER@,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTM, BCIO, 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 PLUS@,VERSA-RIM@), 1/2 intermediate bearing VERSA-STRANDO,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c 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' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamUnff loor\D35 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D35 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 14-00-00 BO B1 LL 3640 Ibs LL 3640 Ibs DL 1033 Ibs DL 1033 Ibs Total of Horizontal Design Spans=14-00-00 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 14-00-00 40 10 13-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 16355 ft-Ibs 51.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 3964 Ibs 33.5% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U427 (0.394") 56.3% 1 1 particular application.Output here based Live Load Defl. U548 (0.307") 65.7% 1 1 on building code-accepted design Max Defl. 0.394" 39.4% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 14.1 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@,AJSTTM 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-LAND,VERSA-RIM p — P 9 PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a o o c e 0 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 BeamUndFloor\D36 BC CALC®9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D36 Address: 35 Loomis Lane Specifier: be City,State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 0 F rP° 06-01-04 0010-04 BO 131 B2 LL 1386 Ibs LL 4506 Ibs LL 1721 Ibs DL 291 Ibs DL 1281 Ibs DL 452 Ibs Total of Horizontal Design Spans=13-11-08 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 13-11-08 40 10 12-09-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3604 ft-Ibs 11.3% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -4176 ft-Ibs 13.1% 100% 1 1 -Right output as evidence of suitability for End Shear -1477 Ibs 12.5% 100% 16 2-Right particular application.Output here based Cont. Shear 2360 lbs 19.9% 100% 1 2-Left on building code-accepted design Uplift 71 Ibs n/a 16 1 -Left properties and analysis methods. p Installation of BOISE engineered wood Total Load Defl. U3897(0.024") 6.2% 16 2 products must be in accordance with Live Load Defl. U4751 (0.02") 7.6% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.006" 1.2% 16 1 building codes.To obtain Installation Guide Max Defl. 0.024" 2.4% 16 2 or ask questions,please call Span/Depth 7.9 n/a 0 2 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJSTM, Cautions ALLJOISTO, BC RIM BOARDTM^,BCI®, Uplift of 71 Ibs found at span 1 -Left. BOISE GLULAMT"' 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 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 1-1/2". Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Connection Diagram b d a to o o c e o o 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 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D37 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D37 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: s z 4 TL 7_1 7_1 7_1 —I—,+ 1 ..,, v. sip ,a• .,:-r �� 0703-1 BO B1 LL 1391 Ibs LL 1391 Ibs DL 3340 Ibs DL 2758 Ibs SL 2955 Ibs SL 2291 Ibs Total of Horizontal Design Spans=07-03-14 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 07-03-14 40 10 09-06-00 2 Unf. Lin. (plf) Left 00-00-00 07-03-14 0 120 n/a 3 Unf.Area(psf) Left 00-00-00 07-03-14 0 10 18-06-00 4 Unf.Area(psf) Left 00-00-00 07-03-14 15 30 18-06-00 5 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 01-07-04 01-07-04 1035 1183 n/a Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 12749 ft-Ibs 53.0% 115% 2 1 - Internal be verified by anyone who would rely on End Shear 6280 Ibs 57.6% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U530(0.166") 45.3% 2 1 particular application.Output here based Live Load Defl. U932(0.094") 38.6% 2 1 on building code-accepted design „ o properties and analysis methods. Max Defl. 0.166 16.6/0 2 1 Installation of BOISE engineered wood Span/Depth 9.2 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(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJS- Minimum bearing length for BO is 2". ALLJOISTO, BC RIM BOARD TM BCIO, Minimum bearing length for B1 is 1-5/8". BOISE GLULAMT"" 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-STRANDO,VERSA-STUD@)are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a o o c e o 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 BOiSE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D38 BC CALL®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D38 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 05-05-12 BO B1 LL 146 Ibs LL 146 Ibs DL 671 Ibs DL 644 Ibs SL 110 Ibs SL 55 Ibs Total of Horizontal Design Spans=05-05-12 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 05-05-12 40 10 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 05-05-12 0 200 n/a 3 Trapezoidal (plf) Left 00-00-00 30 60 n/a 05-05-12 0 0 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1101 ft-Ibs 5.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 496 Ibs 6.3% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U9796(0.007") 2.5% 2 1 particular application.Output here based Live Load Defl. U38005(0.002") 0.9% 2 1 on building code-accepted design Max Defl. 0.007" b.7% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 5.5 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 CALCS,BC FRAMER@,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTS,BC RIM BOARDTM,BCI@, 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+ SYSTEMS,VERSA-LAMS,VERSA-RIM p = p 9 PLUS@,VERSA-RIMS, 1/2 intermediate bearing VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d— a c 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- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D39 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D39 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: s 6 09-07-15 05-09-15 BO B1 B2 LL 1495 Ibs LL 2651 Ibs LL 0 Ibs DL 2650 Ibs DL 6175 Ibs DL 377 Ibs SL 2100 Ibs SL 3999 Ibs SL 138 Ibs Total of Horizontal Design Spans=15-05-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Unf.Area(psf) Left 00-00-00 09-07-15 40 10 09-02-00 2 Unf.Area(psf) Left 09-07-15 15-05-14 0 10 07-00-00 3 Unf. Lin. (plf) Left 00-00-00 15-05-14 0 120 n/a 4 Unf.Area(psf) Left 00-00-00. 15-05-14 0 10 09-02-00 5 Unf.Area(psf) Left 00-00-00 15-05-14 15 30 09-02-00 6 Unf.Area (psf) Left 00-00-00 03-10-04 25 30 09-02-00 7 Trapezoidal (plf) Left 03-10-04 232 278 n/a 09-07-15 0 0 n/a 8 Reaction from 2ndFloor\D38 ... Conc. Pt. (Ibs) Left 09-07-15 09-07-15 146 671 110 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 12155 ft-Ibs 33.1% 115% 13 1 -Internal be verified by anyone who would rely on Neg. Moment -11761 ft-Ibs 32.0% 115% 2 1 - Right output as evidence of suitability for End Shear 4540 Ibs 33.3% 115% 2 1 - Left particular application.Output here based Cont. Shear 6500 Ibs 47.7% 115% 2 1 - Right on building code-accepted design properties and analysis methods. Uplift 81 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U976(0.119") 24.6% 13 1 products must be in accordance with Live Load Defl. U1669(0.069") 21.6% 13 1 current Installation Guide and applicable Total Neg. Defl. -0.018" 3.6% 13 2 building codes.To obtain Installation Guide Max Defl. 0.119" .11.9% 13 1 or ask questions,please call Span/Depth 9.8 n/a 0 1 (888)234-0056 before installation. BC CALC®, BC FRAMER®,AJS-, Cautions ALLJOISTO, BC RIM BOARDTM, BCI®, Uplift of 81 Ibs found at span 2-Right. BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-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 1-5/8". Minimum bearing length for B1 is 3-1/4". 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 BOISE' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloor1D39 BC CALC®9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D39 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 o particular application.Output here based c on building code-accepted design properties and analysis methods. • • L, Installation of BOISE engineered wood e ° ° ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=6-7/8" (888)234-0056 before installation. b minimum=3" d= 12" e minimum= 3" BC CALC®,BC FRAMER®,AJST9, ALLJOISTO, BC RIM BOARDTM 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 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- Single 11-7/8" AJSTm 20 MSR Joist\2ndFloor1D40 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D40 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1144 Misc: w. AM Ak u a ✓ h j \ 20-07-06 BO, 1-1/2" B1 DL 137 Ibs DL 137 Ibs Total of Horizontal Design Spans=20-07-06 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 20-07-06 0 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 708 ft-Ibs 17.9% 90% 0 1 - Internal be verified by anyone who would rely on End Reaction 137 Ibs 13.3% 90% 0 1 -Left output as evidence of suitability for Total Load Defl. U1892(0.131") 12.7% 0 1 particular application.Output here based Live Load Defl. U0(0") n/a on building code-accepted design Max Defl. 0.131" 13.1% 0 1 properties and analysis methods. Installation of BOISE engineered wood .Span/Depth 20.8 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 arbitrary(1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ BC CALCO,BC FRAMER@,AJSTM, 1/2 intermediate bearing ALLJOISTO,BC RIM BOARDTM, BCI®, Composite El value based on 23/32"thick sheathing glued and nailed to joist. BOISE GLULAMTSIMPLE 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- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eaml2ndFloor\D41 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D41 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 09-06-10 BO B1 DL 892 Ibs DL 892 Ibs SL 716 Ibs SL 716 Ibs Total of Horizontal Design Spans=09-06-10 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 09-06-10 0 10 10-00-00 2 Unf.Area(psf) Left 00-00-00 09-06-10 15 30 05-00-00 . Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3840 ft-Ibs 15.7% 115% 2 1 -Internal be verified by anyone who would rely on End Shear -1254 Ibs 13.8% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U1776(0.065") 13.5% 2 1 particular application.Output here based Live Load Defl. U3985 (0.029") 9.0% 2 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.065 6.5/0 2 1 Installation of BOISE engineered wood Span/Depth 9.7 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 CALC®,BC FRAMER@,AJSTM, Minimum bearing length for BO is 1-1/2". ALLJOIST@,BC RIM BOARD- BCI@, Minimum bearing length for 61 is 1-1/2". BOISE GLULAMT"" 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 c 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' Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eam\2ndFloor1D42 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D42 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 1 NMIK wow w 10-02-12 BO B1 DL 969 Ibs DL 919 Ibs SL 427 Ibs SL 289 Ibs Total of Horizontal Design Spans=10-02-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Unf.Area(psf) Left 04-01-08 10-02-12 0 10 05-00-00 2 Unf.Area(psf) Left 00-00-00 10-02-12 0 10 05-00-00 3 Reaction from 2ndFloor\D41 ... Conc. Pt. (Ibs) Left 04-01-08 04-01-08 892 716 n/a . Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 5180 ft-Ibs 14.1% 115% 2 1 - Internal be verified by anyone who would rely on End Shear 1324 Ibs 9.7% 115% 2 1 - Left output as evidence of suitability for Total Load Defl. U2154(0.057") 11.1% 2 1 particular application.Output here based Live Load Defl. U6857(0.018") 5.2% 2 1 on building code-accepted design Max Defl. 0.057" 5.7% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.3 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®,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIMBOARD- BCI®, 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 9 PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. t b d— a o � o c e 0 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. BO1SEM Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D45 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D45 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: _41 r 05-08-15 BO B1 LL 383 Ibs LL 306 Ibs DL 548 Ibs DL 529 Ibs SL 345 Ibs SL 345 Ibs Total of Horizontal Design Spans=05-08-15 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Trapezoidal(plf) Left 00-00-00 160 40 n/a 05-08-15 80 20 n/a 2 Unf. Lin. (plf) Left 00-00-00 05-08-15 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 05-08-15 15 30 04-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1765 ft-Ibs 4.8% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 778 Ibs 5.7% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U9638(0.007") 2.5% 2 1 particular application.Output here based Live Load Defl. U17169(0.004") 2.1% 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 5.8 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@,AJSTM, Minimum bearing length for BO is 1-1/2". ALLJOIST®, BC RIM BOARD TM BCI®, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMT"' 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-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. tb d a o o 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 BOESE" Triple 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamUnffloor1D46 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D46 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 11 2 3 1 05-11-05 BO B1 LL 475 Ibs LL 475 Ibs DL 567 Ibs DL 567 Ibs SL 356 Ibs SL 356 Ibs Total of Horizontal Design Spans=05-11-05 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 05-11-05 40 10 04-00-00 2 Unf. Lin. (plf) Left 00-00-00 05-11-05 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 05-11-05 15 30 04-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2077 ft-Ibs 14.4% 115% 2 1 - Internal be verified by anyone who would rely on End Shear 1080 Ibs 13.0% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U1801 (0.04") 13.3% 2 1 particular application.Output here based Live Load Defl. U3028(0.024") 11.9% 2 1 on building code-accepted design 0.04" 4.0% 2 1 properties and analysis methods. Max Defl. Span/Depth .8 n 0 1 Installation of BOISE engineered wood p p 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 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 GLULAMTM' SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear S an+ 1/2 min. end bearing+ SYSTEM®,VERSA-LAM®,VERSA-RIM P = p 9 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 0 0 a minimum=2" c=2-1/4" 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- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor l3eaml2ndFloor1D52 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D52 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: Illllllllllllllllll 07-07-09 BO B1 LL 392 Ibs LL 263 Ibs DL 95 Ibs DL 95 Ibs Total of Horizontal Design Spans=07-07-09 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 07-07-09 40 10 01-04-00 2 Reaction from 2ndFloor\D53 ... Conc. Pt. (Ibs) Left 01-10-00 01-10-00 248 0 n/a' Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 820 ft-Ibs 3.9% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 404 Ibs 5.1% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U10373(0.009") 2.3% 1 1 particular application.Output here based Live Load Defl. U13318(0.007") 2.7% 1 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.009 0.9/0 1 1 Installation of BOISE engineered wood Span/Depth 7.7 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 RIM BOARD TM 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+ SYSTEMS,VERSA-LAM@,VERSA-RIM p = P 9 PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c a minimum=2" c=7-7/8" 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- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D53 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D53 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 liew 13-07-02 03-00--- BO B1 B2 LL 288 Ibs LL 1854 Ibs LL 248 Ibs DL 673 Ibs DL 2275 Ibs DL 0 Ibs Total of Horizontal Design Spans=16-07-02 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 16-07-02 40 10 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 16-07-02 0 100 n/a 3 Unf.Area(psf) Right 00-00-00 03-00-00 40 10 03-00-00 4 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Left 13-07-02 13-07-02 807 217 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2593 ft-Ibs 12.2% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -3442 ft-Ibs 16.2% 100% 1 1 -Right output as evidence of suitability for End Shear 1066 Ibs .13.5% 100% 14 2-Right particular application.Output here based Cont. Shear 1267 Ibs 16.0% 100% 1 2-Left on building code-accepted design properties and analysis methods. Uplift 903 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U2265(0.072") 10.6% 14 1 products must be in accordance with Live Load Defl. U7511 (0.022") 4.8% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.003" 0.6% 14 2 building codes.To obtain Installation Guide Max Defl. 0.072" 7.2% 14 1 or ask questions,please call Span/Depth 13.7 n/a 0 1 (888)234-0056 before installation. BC CALCO, BC FRAMERO,AJS-, Cautions ALLJOISTO,BC RIM BOARD TM, BCIO, Uplift of 903 Ibs found at span 2-Right. BOISE GLULAMT"^ SIMPLE FRAMING SYSTEM@,VERSA-LAW,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 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 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' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor1D53 BC CALCO 9.5 Design Report- US 2 spans No cantilevers 0/12 slope Monday, September 24,2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D53 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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. Installation of BOISE engineered wood • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (888)234-0056 before installation. b minimum=3" d= 12" BC CALCO, BC FRAMERO,AJSTM, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO, BC RIM BOARD TM BCIO, please consult a technical representative or professional of Record. BOISE GLULAMM,SIMPLE FRAMING Member has no side loads. SYSTEMO,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM@, Connectors are: 16d Common Nails VERSA-STRANDO,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOiSE- Triple 1-3/4 x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\D9 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: 2ndFloor\D9 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: Illllllllllllllllllllil 15-02-14 BO B1 LL 305 Ibs LL 305 Ibs DL 1670 Ibs DL 960 Ibs SL 2187 Ibs SL 1105 Ibs Total of Horizontal Design Spans=15-02-14 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 15-02-14 30 10 01-04-00 2 Reaction from Level 408 at... Conc. Pt. (Ibs) Left 05-01-06 05-01-06 2160 3292 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 20355 ft-Ibs 55.5% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 4087 lbs 30.0% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U391 (0.468") 61.4% 2 1 particular application.Output here based Live Load Defl. U653 (0.28") 55.1% 2 1 on building code-accepted design Max Defl. 0.468" 46.8% 2 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 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 bearinglength for BO is 1-1/2 ALLJOISTO, BC RIM BOARDTM BCIO, Minimum bearin length for B1 is 1-1/2". BOISE GLULAMT" 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-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. f b d a 0 O c • �• e 0 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 Boisw Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\D1 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3\D1 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: '1�10.5 12 14-00-00 BO 131 DL 1378 Ibs DL 1378 Ibs SL 1916 Ibs SL 1916 Ibs Total of Horizontal Design Spans=14-00-00 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 14-00-00 15 30 09-01-08 2 Unf.Area(psf) Left 00-00-00 14-00-00 0 10 04-07-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 11531 ft-Ibs 47.9% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 2888 Ibs 26.5% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U310..(0.543") 77.5% 2 1 particular application.Output here based Live Load Defl. U532(0.316") 67.6% 2 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.543 54.3/0 2 1 Installation of BOISE engineered wood Span/Depth 17.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 14-00-00 14-00-09 ( ask questions,please call 888)234-0056 before installation. Cautions BC CALC®, BC FRAMER®,AJS-, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO, BC RIM BOARD TM BCI®, surcharge load. BOISE GLULAMTSIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are Design meets User specified (U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified (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 1-1/2". Entered/Displayed Horizontal Span Length(s) =Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram �b — d— a 01 oT o c e o 0 0 a minimum=2" c=4-1/2". 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 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 3XD13 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3\D13 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 03-03-08 BO B1 DL 573 Ibs DL 573 Ibs SL 759 Ibs SL 759 Ibs Total of Horizontal Design Spans=03-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Unf. Lin. (plf) Left 00-00-00 03-03-08 0 80 n/a 2 Reaction from Level 4011 at...Conc. Pt. (Ibs) Left 01-07-12 01-07-12 847 1518 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2063 ft-Ibs 14.3% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 1270 Ibs 15.3% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U4020(0.01") 6.0% 2 1 particular application.Output here based Live Load Defl. U6757(0.006") 5.3% 2 1 on building code-accepted design Max Defl. 0.01" 1.0% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 5.4 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 CALC®, 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 GLULAMTSIMPLE 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-STRANDO,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a • • • o o c • 1 e o 0 0 a minimum=2" c=2-1/4" 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_ Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3019 BC CALC@ 9.5 Design Report-US 3 spans No cantilevers 1 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3019 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 0 2 3 M-lift'Neff 311 ry/ yF � ... ... .. i ...c 06-01-04 A 09-06-00 07-08-08 BO B1 B2 B3 DL 406 Ibs DL 4320 Ibs DL 4360 Ibs DL 511 Ibs SL 5931 Ibs SL 5435 Ibs Total of Horizontal Design Spans=23-03-12 Load Summary Lave 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 23-03-12 0 10 09-00-00 2 Trapezoidal (plf) Left 00-00-00 0 100 n/a 06-01-04 0 60 - n/a 3 Trapezoidal (plf) Left 14-10-08 0 60 n/a 23-03-12 0 110 n/a 4 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 14-10-08 14-10-08 2983 5524 n/a 5 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 06-01-04 06-01-04 2983 5524 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2322 ft-Ibs 9.6% 115% 2 2-Internal be verified by anyone who would rely on Neg. Moment -3589 ft-Ibs 14.9% 115% 2 2-Right output as evidence of suitability for End Shear -328 Ibs 3.9% 90% 0 3-Right particular application.Output here based Cont. Shear 6240 Ibs 57.3% 115% 2 2-Right on building code-accepted design Total Load Defl. U3402 0.034" 7.1% 2 2 properties and analysis methods. ( ) Installation of BOISE engineered wood Live Load Defl. U5520(0.021") 6.5% 2 2 products must be in accordance with Total Neg. Defl. 0.013" 2.6% 2 3 current Installation Guide and applicable Max Defl. 0.034" 3.4% 2 2 building codes.To obtain Installation Guide Span/Depth 12.0 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. ALLJOIST@, BC RIM BOARDTM,BCI@, Design meets Code minimum(U360) Live load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets arbitrary Maximum load criteria. SYSTEM@,VERSA-LAMS,VERSA RIM g rY1"( ) Mi ld deflection iti PLUS@,VERSA-RIM@, Minimum bearing length for BO is 1-1/2". VERSA-STRAND@,VERSA-STUD@ are Minimum bearing length for B1 is 311. 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 BOiSE- Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 3\D19 BC CALCO 9.5 Design Report-US 3 spans No cantilevers 0/12 slope Monday, September 24,2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3019 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=4-1/2" or ask questions,please call (888)234-0056 before installation. b minimum=3" d= 12" e minimum=3" BC CALCO, BC FRAMERS,AJSTTM, ALLJOISTO,BC RIM BOARDTM,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. SYSTEMS,VERSA-LAM@,VERSA-RIM Nailing schedule applies to both sides of the member. PLUSS,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 noises Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlLeve13020 BC CALC®9.5 Design Report-US 3 spans I Left cantilever 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3020 Address: 35 Loomis Lane Specifier: be City State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 00, Illlllllllllll � lTTT ; 111 05-09-00 A 10-02-12 15-09-04 B1 B2 B3 LL 674 Ibs LL 104 Ibs DL 1155 Ibs DL 2097 Ibs DL 1911 Ibs SL 2144 Ibs SL 3035 Ibs` ". SL 3250 Ibs Total of Horizontal Design Spans=31-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Unf.Area(psf) Left 10-03-00 31-09-00 15 30 10-00-00 2 Trapezoidal (plf) Left 00-00-00 0 0 n/a 10-03-00 150 75 n/a 3 Reaction from Level 3025 at...Conc. Pt. (Ibs) Left 00-00-00 00-00-00 993 1916 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 11635 ft-Ibs 31.7% 115% 193 3-Internal be verified by anyone who would rely on Neg. Moment -17713 ft-Ibs 48.7% 115% 2 1 -Right output as evidence of suitability for End Shear -2802 Ibs 20.6% 115% 193 3-Right particular application.Output here based Cont. Shear 3618 Ibs 26.6% 115% 2 3- Left on building code-accepted design Total Load Defl. 2xU212 0.65" 84.8% 193 1 properties and analysis methods. ( ) -Cantilever Installation of BOISE engineered wood Live Load Defl. 2xU317(0.436") 75.8% 193 1 -Cantilever products must be in accordance with Total Neg. Defl. -0.16" •21.3% 193 2 current Installation Guide and applicable Max Defl. 0.65" 65.0% 193 1 -Cantilever building codes.To obtain Installation Guide Span/Depth 15.9 n/a 0 3 or ask questions,please call (888)234-0056 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALC®,BC FRAMER®,AJSTM, Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 31-09-00 31-09-13 ALLJOISTO, BC RIM BOARD- BCI®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND®,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(2xU180)Total load deflection criteria. Design meets Code minimum(2xU240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 3". 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 BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level MD20 BC CALCO 9.5 Design Report-US 3 spans Left cantilever 0.5/12 slope Monday, September 24,2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3020 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 0 o products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=6-7/8" (888)234-0056 before installation. b minimum=3" d= 12" e minimum=3" BC CALCO, BC FRAMERO,AJSTM, ALLJOISTO, BC RIM BOARDTM,BCIO, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BOISE GLULAMM,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 noises Double 1-3/4." x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\D21 BC CALC®9.5 Design Report-US 2 spans No cantilevers 10/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.B CC Job Name: Moreli Residence Description: Level 3021 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �10 12 05-11-06 A& 09-10-02 BO 131 B2 DL 452 Ibs DL 1453 Ibs DL 269 Ibs SL 658 Ibs SL 1984 Ibs SL 319 Ibs Total of Horizontal Design Spans=15-09-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal(plf) Left 00-00-00 117 180 n/a 15-09-08 20 30 n/a 2 Trapezoidal(plf) Left 00-00-00 108 165 n/a 15-09-08 0 0 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1491 ft-Ibs 6.1% 115% 3 2-Internal be verified by anyone who would rely on Neg. Moment -2597 ft-Ibs 10.6% 115% 3 1 -Right output as evidence of suitability for End Shear 512 Ibs 5.6% 115% 3 1 -Left particular application.Output here based Cont. Shear 1326 Ibs . 14.6% 115% 3 1 -Right on building code-accepted design Total Load Defl. U4214 . .7% 3 2 properties and analysis methods. 0037" ( ) 5 Installation of BOISE engineered wood Live Load Defl. L/7601 (0.02") 4.7% 3 2 products must be in accordance with Max Defl. 0.037" 3.7% 3 2 current Installation Guide and applicable Span/Depth 9.9 n/a 0 2 building codes.To obtain Installation Guide or ask questions,please call Slope and Cut Length Slope Facia Depth Horiz.Length Product Length (888)234-0056 before installation. Plumb Cut with Hanger to dbl.top plate 10/12 15-1/2" 15-09-08 21-04-09 BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARDTM,BCIO, Notes BOISE GLULAMT"' SIMPLE FRAMING Design meets Users specified U240 Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM 9 P ( ) PLUS®,VERSA-RIM®, Design meets User specified(U360) Live load deflection criteria. VERSA-STRAND®;VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, Minimum bearing length for BO is 1-1/2". L.L.C. Minimum bearing length for B1 is 3". 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 Connection Diagram b d a c 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 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlLevel MD22 BC CALC@ 9.5 Design Report-US 2 spans No cantilevers 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3022 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 2 11,10" i 1 7 ��",� ' FF 11-09-00 A 12-05-04 BO B1 B2 DL 615 Ibs DL 2993 Ibs DL 1239 Ibs SL 1261 Ibs SL 5181 Ibs SL 2187 Ibs Total of Horizontal Design Spans=24-02-04 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 24-02-04 15 30 05-06-00 2 Unf.Area(psf) Left 12-02-04 24-02-04 15 30 05-06-00 3 Trapezoidal(plf) Left 01-00-00 0 0 n/a 12-02-04 83 165 n/a 4 Reaction from Level 3024 at...Conc. Pt. (Ibs) Right 09-00-00 09-00-00 421 514 n/a 5 Reaction from Level 3021 at...Conc. Pt. (Ibs) Left 01-00-00 01-00-00 269 319 n/a 6 Reaction from Level 3024 at...Conc. Pt. (Ibs) Right 03-00-00 03-00-00 421 514 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8897 ft-Ibs 36.4% 115% 194 2-Internal be verified by anyone who would rely on Neg. Moment -10032 ft-Ibs 41.0% 115% 3 1 -Right output as evidence of suitability for End Shear -2889 Ibs 31.8% 115% 194 2-Right particular application.Output here based Cont. Shear 4282 Ibs 47.2% 115% 3 2-Left on building code-accepted design 0.227" 36.4% 194 2 properties and analysis methods. Total Load Defl. U659 ( ) Installation of BOISE engineered wood Live Load Defl. U999(0.149") 36.0% 194 2 products must be in accordance with Total Neg. Defl -0.045" 6.1% 194 1 current Installation Guide and applicable Max Defl. 0.227" 22.7% 194 2 building codes.To obtain Installation Guide Span/Depth 12.6 n/a 0 2 or ask questions,please call (888)234-0056 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALC®, BC FRAMER@,AJS-, Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 24-02-04 24-03-00 ALLJOIST@,BC RIM BOARDTM'BCI@, BOISE GLULAM-,SIMPLE FRAMING CautionsSYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow VERSA-STRAND@,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets User specified(U240)Total load deflection criteria. Design meets User specified(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3-1/8". 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 80i$E- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\D22 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0.5/12 slope Monday, September 24,2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3022 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►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 • • • 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 a minimum=2" C=7-7/8" or ask questions, please call (888)234-0056 before installation. b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, BC CALC@,BC FRAMER@,ALLJOISTO, BC RIM BOARD-,BCI@, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM@, Connectors are: 16d Common Nails VERSA-STRAND),VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 80iSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\D23 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3XD23 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 1 05-04-12 BO 131 DL 214 Ibs DL 214 Ibs SL 364 Ibs SL 364 Ibs Total of Horizontal Design Spans=05-04-12 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 05-04-12 15 30 04-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 780 ft-Ibs 3.2% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 353 Ibs 3.9% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U15456(0.004") 1.6% 3 1 particular application.Output here based Live Load Defl. U24531 (0.003") 1.5% 3 1 on building code-accepted design Max Defl. 0.004" 0.4% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 5.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 05-04-12 05-05-05 ( ask questions,please call 888)234-0056 before installation. Cautions BC CALCO, BC FRAMER@,AJS-, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO, BC RIM BOARD- BCIO, surcharge load. BOISE GLULAMTSIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD@ are Design meets User specified (U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified (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 131 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram b d a c 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 80iSE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level MD24 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 10/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3024 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: '1_110 12 1 � 11-00-00 BO B1 DL 246 Ibs DL 421 Ibs SL 216 Ibs SL 514 Ibs Total of Horizontal Design Spans=11-00-00 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 11-00-00 20 25 01-04-00 2 Reaction from Level 3023 at...Conc. Pt. (Ibs) Left 10-00-00 10-00-00 214 364 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location .Completeness and accuracy of input must Pos. Moment 1435 ft-Ibs 5.9% 115% 3 1 - Internal be verified by anyone who would rely on End Shear -827 Ibs 9.1% 115% 3 1 -Right output as evidence of suitability for Total Load Defl. U3096 (0.056") 7.8% 3 1 particular application.Output here based Live Load Defl. U6322(0.027") 5.7% 3 1 on building code-accepted design Max Defl. 0.056" 5.6% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 10/12 15-1/2" 11-00-00 15-01-12 or ask questions,please call (888)234-0056 before installation. Notes BC CALC®, BC FRAMER®,AJS- Design meets User specified(U240)Total load deflection criteria. ALLJOISTO, BC RIM BOARD- BCI®, Design meets User specified (U360) Live load deflection criteria. BOISE GLULAMT^" SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, Minimum bearing length for BO is 1-1/2". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B1 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram b d a c a minimum=2" c=7-7/8" 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 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level MD25 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3025 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 r r i 11-07-06 - BO B1 DL 993 Ibs DL 993 Ibs SL 1916 Ibs SL 1916 Ibs Total of Horizontal Design Spans=11-07-06 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 11-07-06 15 30 11-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8446 ft-Ibs 69.0% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 2382 Ibs 52.5% 115% 3 .'1 -Left output as evidence of suitability for Total Load Defl. U332(0.421") 72.4% 3 1 particular application.Output here based Live Load Defl. U504(0.277") 71.5% 3 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.421 42.1 /0 3 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 Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 11-07-06 11-08-00 ( ask questions,please call 888)234-0056 before installation. Cautions BC CALCO, BC FRAMER@,AJSTM, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO,BC RIM BOARDTM'BCI@, surcharge load. BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUSO,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUDO are Design meets User specified(U240)Total load deflection criteria. trademarks of Boise Wood Products, Design meets User specified(U360) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2-1/4". Minimum bearing length for B1.is 2-1/4". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 1 BOiSE- Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\D26 BC CALCO 9.5 Design Report-US 1 span No cantilevers 8/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 3026 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �8 12 I11111111111111111111 ' .� . 18-11-00 BO 131 DL 1607 Ibs DL 1391 Ibs SL 2376 Ibs SL 2094 Ibs Total of Horizontal Design Spans=18-11-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal(pif) Left 00-00-00 162 270 n/a 18-11-00 0 0 n/a 2 Reaction from Level 3025 at...Conc. Pt. (Ibs) Left 12-03-04 12-03-04 993 1916 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 21497 ft-Ibs 42.9% 115% 3 1 -Internal be verified by anyone who would rely on End Shear -3436.lbs 21.4% 115% 3 1 -Right output as evidence of suitability for Total Load Defl. U344 (0.794") 69.7% 3 1 particular application.Output here based Live Load Defl. U567(0.482") 63.5% 3 1 on building code-accepted design Max Defl. 0.794" 79.4% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 16.2 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 8/12 ' 14-1/4" 18-11-00 23-06-03 (8 ask questions,please call 88)234-0056 before installation. Notes BC CALCO, BC FRAMER@,AJSTM, Design meets User specified (U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD- BCIO, Design meets User specified (U360) Live load deflection criteria. BOISE GLULAMT^^ SIMPLE FRAMING Design meets arbitrary 1" Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM g ry( ) PLUS®,VERSA-RIM®, Minimum bearing length for BO is 1-1/2". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B1 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram b d a o � o c e o 0 0 a minimum=2" c=9" 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 BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlLevel 41D1 O BC CALCO 9.5 Design Report- US 2 spans No cantilevers 8/12 slope Monday, September 24, 2007 14:34 Build 91 1 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4010 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �8 12 �Tl j; 1 5 2 Ak 11-08-00 %707-12���� BO 81 B2 DL 1245 Ibs DL 2414 Ibs DL 0 Ibs SL 1955 Ibs SL 3713 Ibs Total of Horizontal Design Spans=19-03-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal(plf) Left 12-03-10 54 90 n/a 19-03-12 18 30 n/a 2 Trapezoidal (plo Left 00-00-00 180 300 n/a 12-03-10 90 150 n/a 3 Trapezoidal (plo Left 02-09-10 90 150 n/a 19-03-12 0 0 n/a 4 Trapezoidal (plf) Left 00-00-00 0 0 n/a 02-09-10 28 45 n/a 5 Reaction from Level 4015 at...Conc. Pt. (Ibs) Left 05-09-06 05-09-06 256 390 n/a 6 Reaction from Level 4\D16 at...Conc. Pt. (Ibs) Left 05-09-06 05-09-06 258 451 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 9476 ft-Ibs 38.7% 115% 3 1 - Internal be verified by anyone who would rely on Neg. Moment -7857 ft-Ibs 32.1% 115% 3 1 -Right output as evidence of suitability for End Shear 2671 Ibs 29.4% 115% 3 1 -Left particular application.Output here based Cont. Shear 3802 Ibs 41.9% 115% 3 1 -Right on building code-accepted design Uplift 513 Ibs n/a 3 2-Right properties and analysis methods. p 9 Installation of BOISE engineered wood Total Load Defl. U592(0.285") 40.6% 3 1 products must be in accordance with Live Load Defl. U965(0.175") 37.3% 3 1 current Installation Guide and applicable Total Neg. Defl. -0.056" 7.5% 3 2 building codes.To obtain Installation Guide Max Defl. 0.285" 28.5% 3 1 or ask questions,please call Span/Depth 11.8 n/a 0 1 (888)234-0056 before installation. BC CALCO, BC FRAMER®,AJSTM Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO,BC RIM BOARD-,BCIO, Plumb Cut with Hanger to dbl.top plate 8/12 14-1/4" 19-03-12 23-10-07 BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Cautions PLUS®,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD@ are Uplift of 513 Ibs found at span 2-Right. trademarks of Boise Wood Products, L.L.C. Notes Design meets User specified(U240)Total load deflection criteria. Design meets User specified(U360)Live load deflection criteria. 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 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 2 BOiSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlLevel 41D10 BC CALC®9.5 Design Report-US 2 spans No cantilevers 1 8/12 slope Monday, September 24, 2007 14:34 Build 91 ' File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4010 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must L be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based 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 or ask questions, please call a minimum=2" c=7-7/8" (888)234-0056 before installation. b minimum= 3" d= 12" BC CALC®,BC FRAMER®,AJS- Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARD- BCIO, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 80iSE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beamll-evel 41D11 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0.5/12 slope Monday, September.24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4011 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: '_�0.5 12 g Ar 13-05-12 BO B1 DL 782 Ibs DL 847 Ibs SL 1186 Ibs SL 1518 Ibs Total of Horizontal Design Spans=13-05-12 Load Summary Live Dead Snow Wind Roof.Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal(plf) Left 00-00-00 0 0 n/a 13-05-12 165 330 n/a 2 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 01-00-00 01-00-00 359 480 n/a 3. Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 01-00-00 01-00-00 0 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 6393 ft-Ibs .26.1% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 1882 Ibs 20.7% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. L/755(0.214") 31.8% 3 1 particular application.Output here based Live Load Defl. U1196 (0.135") 30.1% 3 1 on building code-accepted design Max Defl. 0.214" 21.4% 3 1 properties and analysis methods. Span/Depth 13.6 n/a 0 1 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 13-05-12 13-06-06 ( ask questions,please call 888)234-0056 before installation. Cautions BC CALCO,BC FRAMER®,AJSTM, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO, BC RIM BOARD- BCIO, surcharge load. BOISE GLULAM- SIMPLE FRAMING. SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM@, Notes VERSA-STRAND@,VERSA-STUD®are Design meets User specified(U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified(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 61 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' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 4\D11 BC CALC®9.5 Design Report-US 1 span No cantilevers 0.5/12 slope Monday, September 24,2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4\D11 Address: 35 Loomis Lane Specifier: be 4 City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 a minimum=2" c=7-7/8" or ask questions, please call b minimum=3" d= 12" (888)234-0056 before installation. BC CALC®,BC FRAMERO,AJST"' Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO, BC RIM BOARD TM BCI@, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM@,VERSA-LAM@,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS@,VERSA-RIM@, Connectors are: 16d Common Nails VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE- Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 4\D15 BC CALCO 9.5 Design Report-US 1 span No cantilevers 8/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4015 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �6 12 2 1 05-09-06 BO B1 DL 257 Ibs DL 257 Ibs SL 390 Ibs SL 390 Ibs Total of Horizontal Design Spans=05-09-06 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal (plf) Left 00-00-00 36 60 n/a 05-09-06 0 0 n/a 2 Trapezoidal(plf) Left 00-00-00 46 75 n/a 05-09-06 82 135 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 934 ft-Ibs 7.6% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 409 lbs 9.0% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U5022(0.017") 4.8% 3 1 particular application.Output here based Live Load Defl. U8323(0.01") 4.3% 3 1 on building code-accepted design Max Defl. 0.017" 1.7% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 5.8 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 8/12 14-1/4" 05-09-06 - 07-07-05 (8 ask questions,please call 88)234-0056 before installation. Notes BC CALCO,BC FRAMER@,AJSTM, Design meets User specified(U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD-, BCIO, Design meets User specified(U360) Live load deflection criteria. BOISE GLULAMT^^ SIMPLE FRAMING Design meets arbitrary 1" Maximum load deflection criteria. SYSTEM@,VERSA-LAM&,VERSA-RIM 9 rY( ) PLUS@,VERSA-RIM@, Minimum bearing length for BO is 1-1/2". VERSA-STRAND@,VERSA-STUD®are Minimum bearing length for 61 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ L.L.C. 1/2 intermediate bearing Page 1 of 1 BOISE' Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 4\D16 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4016 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10.5 12 AMR iP Will!" % ' :. 11-02-01 BO 131 DL 353 Ibs DL 258 Ibs SL 639 Ibs SL 451 Ibs Total of Horizontal Design Spans=11-02-01 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%. Trib. 1 Unf.Area(psf) Left 00-00-00 07-00-00 15 30 04-00-00 2 Trapezoidal (plf) Left 07-00-00 60 120 n/a 11-02-01 0 0 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2645 ft-Ibs 21.6% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 794 Ibs 17.5% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U1118(0.12") 21.5% 3 1 particular application.Output here based Live Load Defl. U1738(0.077") .20.7% 3 1 on building code-accepted design _ Max Defl. 0.12" 12.0% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 11.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 11-02-01 11-02-11 ( ask questions, please call 888)234-0056 before installation. Cautions BC CALC®,BC FRAMER®,AJSTM, For roof members with slope( )1/2/12 or less final design must account for Rain-on-Snow ALLJOISTO, BC RIM BOARDTM, BCI®, surcharge load. BOISE GLULAMT" SIMPLE FRAMING SYSTEM®,VERSA-LAMO,VERSA-RIM PLUS®,VERSA-RIME), Notes VERSA-STRAND®,VERSA-STUD®are Design meets User specified(U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified(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 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 1 BOiSE- Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof l3eamlLevel 41D2 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 402 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10.5 12 2 1 ` 9 09-01-01 BO 131 DL 1375 Ibs DL 1273 Ibs SL 2692 Ibs SL 2488 Ibs Total of Horizontal Design Spans=09-01-01 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 09-01-01 15 30 11-03-00 2 Trapezoidal (plf) Left 00-00-00 150 300 n/a 09-01-01 83 165 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8897 ft-Ibs 72.7% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 3057 Ibs 67.3% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U403(0.271") 59.6% 3 1 particular application.Output here based Live Load Defl. U608(0.179") 59.2% 3 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.271 27.1 /0 3 1 Installation of BOISE engineered wood Span/Depth 9.2 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 9-1/2" 09-01-01 09-01-10 or ask questions,please call (888)234-0056 before installation. Cautions BC CALC®, BC FRAMER@,AJSTM, For roof members with slope(1/2)/12 or less final design must account.for Rain-on-Snow ALLJOISTS,BC RIM BOARD- BCIS, surcharge load. BOISE GLULAMTSIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIMS, Notes VERSA-STRANDS,VERSA-STUD@ are Design meets User specified(U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified (U360) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 3-1/8". Minimum bearing length for B1 is 2-7/8". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ 1/2 intermediate bearing Page 1 of 1 BOiSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof l3eamlLevel 41D3 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 10/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 403 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �10 . 12 NO Er I111111111111111111111111111111 � 1 ME or, 18-01-00 BO B1 DL 718 Ibs DL 1556 Ibs SL 897 Ibs SL 2519 Ibs Total of Horizontal Design Spans=18-01-00 Load Summary Live Dead Snow Wind Roof Live I Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-01-00 20 30 01-04-00 2 Reaction from Level 402 at... Conc. Pt. (Ibs) Left 14-05-14 14-05-14 1391 2692 n/a Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 14064 ft-Ibs 38.3% 115% 3 1 -Internal be verified by anyone who would rely on End Shear -3981 Ibs 29.2% 115% 3 1 -Right output as evidence of suitability for Total Load Defl. U344(0.823") 69.8% 3 1 particular application.Output here based Live Load Defl. U576 (0.491") .62.5% 3 1 on building code-accepted design Max Defl. 0.823" 82.3% 3 1 properties and analysis methods. Span/Depth 18.3 n/a 0 1 Installation of BOISE engineered wood p p products must be in accordance with current In Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 10/12 12-3/8" 18-01-00 24-04-06 or ask questions, please call (888)234-0056 before installation. Notes BC CALCO,BC FRAMER@,AJSTM, Design meets User specified(U240)Total load deflection criteria. ALLJOISTO, BC RIM BOARD-, BCIO, Design meets User specified(U360) Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets arbitrary 1" Maximum load deflection criteria. SYSTEM@,VERSA-LAM&,VERSA-RIM 9 ry( ) PLUS@,VERSA-RIM®, Minimum bearing length for BO is 1-1/2". VERSA-STRAND@,VERSA-STUD®are Minimum bearing length for B1 is 1-1/2". trademarks of Boise Wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram ab d a o o c e 0 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 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlLevel 41D4 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 404 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 i 06-11-03 BO B1 DL 751 Ibs DL 751 Ibs SL 936 Ibs SL 936 Ibs Total of Horizontal Design Spans=06-11-03 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 06-11-03 0 10 07-00-00 2 Unf.Area(psf) Left 00-0.0-00 06-11-03 15 30 09-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2923 ft-Ibs 11.9% 115% 2 1 -Internal be verified by anyone who would rely on End Shear 1175 Ibs 12.9% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U3215(0.026") 7.5% 2 1 particular application.Output here based Live Load Defl. U5795(0.014") 6.2% 2 1 on building code-accepted design Max Defl. 0.026" 2.6% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 7.0 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 Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. BC CALCO, BC FRAMER@,AJS- Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARDTm,BCIO, Minimum bearing length for B1 is 1-1/2". BOISE GLU LAM- 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-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, Connection Diagram L.L.C. ab d a c 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 Fisw Double 1-3/4" x11-7/8" VERSA-LAM® 2.03100SP Roof Beam\Level41D5 ALC®9.5 Design Report-US 1 span No cantilevers 10/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 405 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 'Mist: �10 12 l l l l l l l l l l l 1 1 1 1 1 1 1 � 1�1- 1� i041 atw y imikr v M; 17-11-14 BO B1 DL 997 Ibs DL 496 Ibs SL 1140 Ibs SL 515 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% 1259/6 Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 17-11-14 20 30 01-04-00 2 Reaction from Level 404 at... Conc. Pt. (Ibs) Left 03-00-00 03-00-00 751 936 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 6289 ft-Ibs 25.7% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 2051 Ibs 22.6% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U448(0.628") 53.6% 3 1 particular application.Output here based Live Load Defl. U858(0.328") 42.0% 3 1 on building code-accepted design % 3 1 properties and analysis methods. Max Defl. 0.628" 62.8 Span/Depth 18.2 n 0 1 Installation of BOISE engineered wood p p products must be in accordance with current Installation Guide and applicable Slope and Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Hanger to dbl.to late 10/12 15-1/2" 17-11-14 24-02-14 (8 ask questions,please call Plumb Cut with Han g p p (888)234-0056 before installation. Notes BC CALC®, BC FRAMER®,AJS-, Design meets User specified(U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARDTM, BCI8, Design meets User specified(U360) Live load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets arbitrary 1" Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM 9 rY( ) - PLUS®,VERSA-RIM®, Minimum bearing length for BO is 1-1/2". VERSA-STRAND®,VERSA-STUD®are Minimum bearing length for B1 is 1-1/2". trademarks of Boise wood Products, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ L.L.C. 1/2 intermediate bearing Connection Diagram ab d a c a minimum=2" c=7-7/8 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 noises Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 41D6 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 0.5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 4\136 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10.5 12 2 1 08-06-02 BO B1 DL 934 Ibs DL 934 Ibs SL 2042 Ibs SL 2042 Ibs Total of Horizontal Design Spans=08-06-02 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 08-06-02 15 30 14-00-00 2 drift Unf. Lin. (plf) Left 00-00-00 08-06-02 0 60 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and-accuracy of input must Pos. Moment 6332 ft-Ibs 39.4% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 2379 Ibs 32.7% 115% 3 1 -Left output as evidence of suitability for Total Load Defl. U618(0.165") 38.8% 3 1 particular application.Output here based Live Load Defl. U901 (0.113") 40.0% 3 1 on building code-accepted design Max Defl. 0.165" 16.5% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 10.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable Slope And Cut Length Slope Facia Depth Horiz.Length Product Length building codes.To obtain Installation Guide Plumb Cut with Hanger to dbl.top plate 0.5/12 9-1/2" 08-06-02 08-06-10 or ask questions,please call (888)234-0056 before installation. Cautions BC CALC®, BC FRAMER®,AJS-, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTO,BC RIM BOARD- BCIO, surcharge load. BOISE GLULAMTSIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUDS are Design meets User specified(U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets User specified(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 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span + 1/2 min. end bearing+ 1/2 intermediate bearing Connection Diagram 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 Page 1 of 1 . Boisw Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Leve1407 BC CALCO 9.5 Design Report-US 2 spans Right cantilever 1 5/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 407 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �s 12 3 OF i %/ Y .. ,,, ... :.r .a. ,,,,, Mail WON d-rG 18-10-04 A 03-06-02\ BO B1 DL 133 Ibs DL 2983 Ibs SL 5524 Ibs Total of Horizontal Design Spans=22-04-06 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 22-04-06 16 30 01-04-00 2 Reaction from Level 406 at... Conc. Pt. (Ibs) Left 18-10-04 18-10-04 934 2042 n/a 3 Reaction from Level 402 at... Conc. Pt. (Ibs) Left 22-04-06 22-04-06 1273 2488 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must. Pos. Moment 216 ft-Ibs 0.8% 90% 0 1 - Internal be verified by anyone who would rely on Neg. Moment -13700 ft-Ibs 37.5% 115% 3 2-Left output as evidence of suitability for End Shear -387 Ibs 2.8% 115% 194 1 - Left particular application.Output here based Cont. Shear 3953 Ibs 29.0% 115% 3 2-Left on building code-accepted design Uplift 343 Ibs n/a 194 1 -Left properties and analysis methods. P Installation of BOISE engineered wood Total Load Defl. 2xL/210(0.436") 85.9% 194 2-Cantilever products must be in accordance with Live Load Defl. 2xU284(0.322") 84.5% 194 2-Cantilever current Installation Guide and applicable Total Neg. Defl. -0.343" 45.7% 194 1 building codes.To obtain Installation Guide Max Defl. 0.436" 43.6% 194 2-Cantilever or ask questions,please call Span/Depth 19.0 n/a 0 1 (888)234-0056 before installation. BC CALCO, BC FRAMER@,AJS- Slope.and Cut Length Slope Facia Depth Horiz.Length Product Length ALLJOISTO, BC RIM BOARD-,BCIO, Plumb Cut with Hanger to dbl.top plate 5/12 12-7/8 22-04-06 24-07-11 BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM CautionsPLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are Uplift of 343 Ibs found at span 1 - Left. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(2xU180)Total load deflection criteria. Design meets Code minimum(2xU240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 3". Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamlLevel 41D7 BC CALCO,9.5 Design'Report-US 2 spans Right cantilever 1 5/12 slope Monday, September 24,2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 407 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' w Designer: Customer: Assurance Construction Company: Shepley Wood Products 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. j • • Installation of BOISE engineered wood e ° ° ° products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=6-7/8" (888)234-0056 before installation. b minimum=3" d = 12" e minimum=3" BC CALCO,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-RIMO, 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 BO1SE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 41D8 BC CALC®9.5 Design,Report-US 2 spans No cantilevers ( 8/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 408 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products Code reports: ESR-1040 Misc: �6 12 z 06-10-10 A, 12-05-02 BO B1 B2 DL 450 Ibs DL 2161 Ibs DL 359 Ibs SL 717 Ibs SL 3292 Ibs SL 480 Ibs Total of Horizontal Design Spans=19-03-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal (plf) Left 12-03-10 54 90 n/a 19-03-12 18 30 n/a 2 Trapezoidal (plf) Left 00-00-00 180 300 n/a 12-03-10 90 150 n/a 3 Trapezoidal (plf) Left 02-09-10 90 150 n/a' 19-03-12 0 0 n/a 4 Trapezoidal (plf) Left 00-00-00 0. 0 n/a 02-09-10 28 45 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2905 ft-Ibs 11.9% 115% 3 2- Internal be verified by anyone who would rely on Neg. Moment -4962 ft-Ibs 20.3% 115% 3 1 -Right output as evidence of suitability for End Shear -758 Ibs 8.4% 115% 3 2-Right particular application.Output here based Cont. Shear 2127 Ibs 23.4% 115% 3 2-Left on building code-accepted design 0.101' 13.5% 3 2 properties and analysis methods. Total Load Defl. U1782 ( ) Installation of BOISE engineered wood Live Load Defl. U3040(0.059") 11.8% 3 2 products must be in accordance with Total Neg. Defl -0.003" 0.5% 3 1 current Installation Guide and applicable Max Defl. 0.1011, 10.1% 3 2 building codes.To obtain Installation Guide Span/Depth 12.6 n/a 0 2 or ask questions,please call (888)234-0056 before installation. Slope and Cut Length Slope facia Depth Horiz.Length Product Length BC CALC®,BC FRAMER®,AJSTM, Plumb Cut with Hanger to dbl.top plate 8/12. 14-1/4" 19-03-12 23-10-07 ALLJOISTO, BC RIM BOARD- BCIO, BOISE GLULAMM,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets User specified (U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets User specified (U360) Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(1") Maximum load deflection criteria. L.L.C. 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 Length(s) = Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Page 1 of 2. BOISE, Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 41D8 BC CALC@ 9.5 Design,Report-US 2 spans No cantilevers 8/12 slope Monday, September 24, 2007 14:34 Build 91 File Name: Assurance Moreli.BCC Job Name: Moreli Residence Description: Level 408 Address: 35 Loomis Lane Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Assurance Construction Company: Shepley Wood Products 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 • • • z particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood .� • 7 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 (888)234-0056 before installation. b minimum=3" d= 12" Member has no side loads. BC CALC®, BC FRAMER®,AJSTM Connectors are: 16d Common Nails ALLJOIST@,BC RIM BOARD BCI@, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 Quadruple 14/4"x lV VERSA-LAM®Z.0 3100 SP Floor Beam%New 6-3-0813N BC CALL®9.6 Design Report-US 1 span 1 No cantilevers 0/12 slope Wednesday,June 04,2008 15:02 Build 91 Fite Name: 0803158 Job Name: 0803158 Description:New Roof.Beam Address: 35 Loomis Lane Specifier. John Gearin City,State,Zip:Barnstable,MA ' Designer. Michael Provost Customer. Mark Andersen Company: National Lumber Company Code reports: ESR-1040 Misc: 65 Maple St.Mansfield,MA 02048 32-11-00 BO,5.10 B1,5.10 DL 947 Ibs DL 9471bs SL 9861he, SL 988 Ibs -Total Haizant`Pm&ct Length=-32 11; Load Sumttl8ry Live . Dead Snot" Wind Roof Live Tag DeserkWon Load Type Ref. Start End 100% 90% 115% 133% 126% Trlb. 1 Roof Snow Load Unf.Area(psf) Left 00-00-00 32-11-00 15 30 02-00-00 Load Disclosure 'Controls Stur nary vat" *A Allowable oura lon cue Span 1000on Completeness and accuracy of input must Pos.Moment 15166 f-lbs 22.7% 115% 3 1-Internal be verified by anyone who would rely on End Shear 1744 Ibs 8.1% 115% 3 1-Left output as evidence of suitability for particular Total-Los&Defl. U438-(0;88") 54.8% 3 1 appGcatia,.,0ulputhere,based anbuilding Live Load Deft. L/858(0.449 41.9°k 3 1 codeaccepted analysis Irodeflation of BOISE Max Defl. 0.88" 88.0% 3 1 engineered wood must be in Span/Depth 27.5 n/a 0 1 accordance with current�accordanceInstatlstion Guilds and applicable building modes.To obtain %Allow %Allow Installation Guide or ask questions,please Searing.Sup"ft .otrn-(Lx.w) Vallee - SuppoR Member .VaEwhil call:t888)234-0056 befae Installalia). BO Post 5-1/2"x 7" 1935 lbs 6.9% 6.7% Spruce-Pine-Fir J.S- al Post 5-112"x r, 1935 Ibs 6.9% 6.7% Spruce-Pine-Fir BC CALC®,BC FRAMER®,Amo ALWOIST®,BC RIM BOARD ,BCI®, BOISE GLUL 4M"',SfMPL:E FRAMING Cautions SYSTEMS,VERSA-LAMS,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,T RSA-RlnVE Column at Searing 81 a -forbearing only,column•en has-not been perfomed. SSA STRAND®,VERSA-s ducts,L e analyzed alYsis tr�naks of Base Wood Products,LLC. Notes Design meets Code minimum(U240)Total Toad deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Matamum load deflection criteria. User Notes BO-(4)2x6 post(P8) B1-.(4)2x6:post,(P8) Connecdon Diagram b a—� - V s �—s s: • ° a min6mum=1-1/2"c=11" b minimum=4" d=24" e minimum=1" Beams 7 Inches wide will be assumed to be either top-baded only,or equally loaded from each side. Instal screws from both sides,staggering scmwe by K of the spacing to avoid splitting Member has no side loads. Connedas�wa-SDI349-z 8 Page 1 of 1 Swanson Structural, Inc. Paul W. Swanson, P.E. - 116 Forest Street Franklin, MA 02038 508-446-1042 November 20, 2015 Mr. Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Subject: New Single Family Dwelling: Loomis Residence 35 Loomis Lane, Centerville, MA - Framing-Inspection•and Structural Affidavit Dear Mr. Perry; I was retained by Peter Haig and John Ingwersen of Architectural Design, Inc. to provide structural engineering services for the subject project. I visited the project several times during construction to g g J p J p J g monitor the job progress and to answer questions as they arose. I verified that the conventional lumber,heavy timber trusses, engineered wood framing and structural steel components for the new. dwelling were installed neatly and in accordance with the project drawings and specifications, with approved changes,per the requirements of the Massachusetts State Building Code, 8;h,edition. . If you have any questions,please feel free to contact me. _ C ��NOFMq Sincerely, A ss9 PAULW, cy SWANSON STRUCTURAL No.35334a � 9� �G/STti?��' Paul W. Swanson, P.E. �SS�oNAL EN�� /Z p�y Swanson Structural, Inc. / Ref. 5127 Copies to Peter Haig and Steve Cole WfigU LgUfiT •V ZO G DIST. RD-1` 444/// qKE oT O FRauT 3o FT. �\ al SIDE � 10�rT.. \ �'•;• R.' LOLY RRAR to A. '1 %/• •D WK J,y foil° t a y. LOCATION MAP U SCALE: 2oGo' 0 / Yns I 0' FOf REGISTRY U5E • n Y ae.a•I, m y �r•r Nfiz.0 oa fi-- I yl �,9 APPROVAL NOT REQUIRED _ BARN.`S''TABLra PLANNING BOARD Q� �K.URCM �p t i d I,4'6.39'2ew T du.a 1 R' _ - o _ -£ W • / n 3 ,!�1 / / d 2ON, a w�4,•/ /,�' N�� 3 r,/ , pGEOQ.6E R.TUTT'LE ' N I Ah • � �9<:po � n_ a9c.ya.�\ ' O L.PAN of CA-N � IN (CENTERV ILLS) BA2NSTA$L.E. , .MASS. fi PREPARED FOR: GE02GE P, TUTTLE y'I?ao C.p� 50 7 SCALE:1'-40! .lA..IUACY E 19G4 lq R.t o to m se�e o I I CERTIFY THAT THIS AS;YIADE IN p,p-OIv�pIOwI cF Lar 3 gLCORDANLE WITH e F DEEDS - SHO of A�.0 Dooe.39"1•AUE II•AND' RfiGUlgT10N$EF = 1 1,19'1G. wn cape snq�nee.lnq LDr,l swo++N IN r-.nN Gone.380,vHwE r o. �...�8 I� s "a 0 L . EN.1EERS - _ LAND SURVEYORS �, 2}C,6^•�YARMOUTH,MRSS- ` 4! � m ARNE 5 -ALA,WZ--5 # . k -r 1. 1-30-2006 a 01 a 57r� QUITCLAIM DEED I,MEHDI HOSSEINI, Trustee of LOOMIS LANE REALTY TRUST, under declaration of trust dated January 18, 2003, recorded with the Barnstable County Registry of Deeds in Book 16245, Page 305, of 225 County Road, Lakeville, Massachusetts, For consideration of FIVE HUNDRED THOUSAND AND oo/ioo ($500,000.00) Dollars, PAID, grant to ALLEN N. MORELL, Trustee of Redeemer Property Trust, under a Declaration of Trust recorded herewith, of 39oo Bokel Drive, Chantilly, VA 20151 With QUITCLAIM COVENANTS a The land together with all buildings and improvements (if any)thereon located at 35 Loomis Lane, Barnstable (Centerville), Barnstable County, Massachusetts more particularly described as follows: LOT 5 as shown on a plan entitled"Plan of Land in (Centerville) ' Barnstable, Mass. prepared for: George P. Tuttle, Scale 1" = 40' January 8, 1986" which plan is recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92. Said premises are conveyed subject to and with the benefit of rights, easements, agreements, reservations and restrictions of record, if any, insofar as the same are now in force and applicable. The grantor herby certifies as follows: 1. I am the sole Trustee of the Loomis Lane Realty Trust; 2. Said trust has not been altered, amended or revoked and is still in full force and effect; 3. All of the beneficiaries of the Loomis Lane Realty Trust are of full age and legal capacity and none of the beneficiaries is a corporation; 4. I, as Trustee, have been directed by said beneficiaries to transfer the property at 35 Loomis Lane, Centerville, Massachusetts, for $500,000.00, the consideration recited in this deed. For title, see deed recorded with the Barnstable County Registry of Deeds in Book 16245, Page 311. 1 T LAW OFFICES OF P.AUL R. TARDIF9 ESQ. 490 MAIN STREET YARMOUTH PORT,MA 02675 508 362-7799 (508)362-7199 fax 12t-ardif@tardiflaw.com Refer to File No. May 1, 2006 Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 Re: 35 Loomis Lane, Centerville, MA Dear Mr. Perry: As you know, this office represents Loomis Lane Realty Trust, Mehdi Hosseini, Trustee, who is the record title owner of the property located at 35 Loomis Lane, Centerville, Massachusetts (the "Property"). My client has informed me that you received my letter of March 8, 2006, but are in need of additional information in order to complete your buildability analysis. As a result, I have am providing you with a title history from 1980 to present for the Property and its abutting lots, presumably to rule out the possibility that the Merger Doctrine has rendered the Property unbuildable, and conversely to determine the applicability of the single lot exemption of M.G.L. c. 40A, § 6. 1 have attached the relevant documents for your file. In addition, it should be noted that the Property was created by plan dated in 1986, and recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92, which shows . that the lot measures 1.42 acres. As such, and since the Resource Protection Overlay District was created and became effective on November 16, 2000, the only nonconformity which could apply is the two acre minimum lot size. It is my opinion that any common ownership would need to have occurred since November 16, 2000, in order for you to determine that the Property may not be built upon. 35 Loomis Lane—MAP 230, PARCEL 101-1: This property is denoted as 35 Loomis Lane and is currently owned by Loomis Lane Realty Trust pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 16245, Page 311. Loomis Lane Realty Trust derived its title according to the following chain: Kim Woodbury to Loomis Lane Realty Trust, January 15, 2003, B. 16245, P. 311; Jennifer Toppin to Kim Woodbury, January 7, 2003, B. 16245, P. 304; Tuttle Family Trust to Jennifer Toppin, March 27, 1998, B. 11418, P. 151; LAW OFFICES OF PAUL R. TARDIF5 ESQ. 490 MAIN STREET YARMOUTH PORT,MA 02675 (508)362-7799 (508)362-7199 fax ptardif@tardiflaw.co REFER TO FILE NO. March 8, 2006 Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA'02601 Re: 35 Loomis Lane, Centerville, MA Dear Mr. Perry: Please be advised that this office represents the Loomis Lane Realty Trust, Mehdi Hossein, Trustee, who is the record title owner of the property located at 35 Loomis Lane, Centerville, Massachusetts (the "Property"). My client has asked me to inquire with your office as to whether the Property would be capable of being improved with a single family residence. The Property is shown on Barnstable Tax Assessor's Map 230, Parcel 101, and is unimproved at this time. However, there are plans on record dating back to at least 1960 which evidence the existence of several structures on the property. The Property contains approximately 1.42 acres, and has approximately 50 feet of frontage on Loomis Lane and approximately 60 feet of frontage on Phinney's Lane. The Property lies in several zoning districts, including the RD-1, the Groundwater Protection Overlay District, and the Resource Protection Overlay District. This lot is shown as Lot 5 on a plan of land entitled "Plan of Land in (Centerville) Barnstable, Mass. Prepared for George P. Tuttle, Scale 1"=40% January 8, 1986" recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92. The RD-1 Zoning District currently requires that a building lot have at least 43,560 square feet of area, unless the property is located in the Resource Protection Overlay District, in which case the area must be a minimum of 87,120 square feet. As you know, this 2-acre minimum in the RPOD was added to your Ordinance in October of 2000. Section 240-91(G)of Barnstable's Ordinance, entitled "Nonconforming Lot", states in pertinent part as follows: (1) "Any increase in area, frontage, width, yard or depth requirement of the Resource Protection Overlay District shall not apply to a lot for single or two family residential use which immediately prior to November 16, 2000 either: George and A ime 'Tuttle to Tuttle Family Trust,November 4, 1983, B. 3921, P. 74; Avilda W. Whittle to George and Anne Tuttle,May 3, 1983, B.3765, P. 194; Avilda Wilson to Avilda Whittle, May 18, 1960, B. 1082, P. 562; 45 Loomis Lane-MAP 230, PARCEL 104: This property is denoted as 45 Loomis Lane and is currently owned by Simone and Eric Fischer pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 20709, Page 194. This property abuts the Property to its south. The Fischers derived their title according to the following chain: Carol A. Schwartz to Simone and Eric Fischer, February 2, 2006 B. 20709, P. 194; Carol A. and Daniel V. Schwartz to Carol A. Schwartz, November 4, 1983, B 3920, P.221 Henry Loomis to Carol A. and Daniel V. Schwartz,January 27, 1966 B. 1325, Page 217 491 Phinney's Lane-MAP 230, PARCEL 101-03 This property is denoted as 491 Phinney's Lane and is currently owned by Lakeside Nominee Trust pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 15399, Page 221. This property abuts the Property to the east. The Lakeside Nominee Trust derived its title according to the following chain: Windmill Realty Trust to Lakeside Nominee Trust, July 24, 2002, B 15399, P. 221; George P. Tuttle to Windmill Realty Trust, March 27, 1998, B. 11418, P 173; George and Anne Tuttle to George P. Tuttle, September 20, 1988, B 6449, P. 267; Avilda Wilson to George an Anne Tuttle, July 29, 1964,B. 1260, P. 407. 483 Phinney's Lane - MAP 230, PARCEL 101-02: This property is denoted as 483 Phinney's Lane and is currently owned by Austin Realty Trust pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 17635, Page 84. This property abuts the Property to the west. The Austin Realty Trust derived its title according to the following chain: Mehdi Hosseini and Kim Woodbury to Austin Realty Trust, September 8, 2003, B 17635, P. 84; Austin Realty Trust to Mehdi Hosseini and Kim Woodbury, August 22, 2003, B. 17542, P. l 16; Mehdi Hossein and Kim Woodbury to Austin Realty Trust, August 1, 2002, B 15442, P. 61; David and Jennifer Toppin to Mehdi Hossein and Kin Woodbury, July 24, 2002, B. 15399, P. 202; David Toppin to David and Jennifer Toppin, July 24, 2002, B. 15399, P. 200; George and Anne Tuttle to David Toppin, March 27, 1998, B. 11418, P. 183; Avilda Wilson to George and Anne Tuttle, July 29, 1964,B. 1260, P. 407. As a result of this chain, it is clear that at no time since November 16, 2000 did any of the owners of 45 Loomis Lane, 491 Phinney's Lane, or 483 Phinney's Lane ever own the Property of the Loomis Lane Realty Trust, in common ownership with their own property. It is my opinion that the Property is buildable. Please consider the attached documents, and confirm your agreement with this conclusion, in writing, I thank you for your time and attention to this matter. 2 a) Conform, d to the applicable bulk requirements of this chapter immediately prior to November 16, 2000: or b) Immediately prior to (on the effective date of this chapter,) was protected from the applicable bulk requirements of this subsection by the provision of§ 240-91A, B, C, D, or E of this chapter. (2) This protection afforded by this paragraph shall be permanent. It is clear from this language that the Property is a buildable lot. First, the lot contains approximately 61,855 square feet, which is more than sufficient lot area under the ordinance. Remember that the increased lot area requirement went into effect in November of 2000, and that section 240=91 recited above exempts the lot from the.increased area requirement for the reason that the Property conformed to the applicable bulk requirements of the Zoning Ordinance immediately prior to that date. In addition, the Property conformed, and conforms, to the minimum lot frontage and lot width requirements. In all ways, this lot-is buildable, subject to the approval of your office of building plans which demonstrate compliance with the applicable set back and height requirements. Based on the fact that the property complies with the current.underlying lot area for lots in the RD-1 Zoning District, I have not provided you with abutter information. If I am incorrect in this regard,please do not hesitate to contact me. I hope that you have sufficient information with which to reply to this request. If you are in need of additional documents, please do not hesitate to contact me and they will be delivered ou. I thank you in advance for your time and attention to this matter. r � Jry ly Yours, ar if cc: Mehdi Hosseini, Trustee i I Z4 'ViA. 4x 0,0c t a i f Town of Barnstable 4 Regulatory Services I SARNSTA Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 November 15,2004 Paul Tardif,Esq. 490 Main St. Yarmouthport,MA 02675 Re:'35 Loomis Ln.,Centerville,MA Dear Atty.Tardif: Your request for determination of buildability for the above lot was received by this office. Unfortunately, we do not issue those determinations. We do,however,require a determination letter along with the supporting documentation from an attorney at the submittal of a building permit application. Please contact this office if there is anything further that we can help you with. Sincerely, omas Perry Building Commissioner TP/AW LAW OFFICES OF PAUL R. TARDIF, ESQ. 490 MAIN STREET YARMOUTI I PORT,MA 02675 (508)362-7799 (508)362-7199 fax 12tardif@tardiflaw.com REFER TO FILE NO. March 8, 2006 Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 Re: 35 Loomis Lane, Centerville, MA Dear Mr. Perry: Please be advised that this office represents the Loomis Lane Realty Trust, Mehdi Hosseini, Trustee, who is the record title owner of the property located at 35 Loomis Lane, Centerville, Massachusetts (the "Property"). My client has asked me to inquire with your office as to whether the Property would be capable of being improved with a single family residence. The Property is shown on Barnstable Tax Assessor's Map 230, Parcel 101, and is unimproved at this time. However, there are plans on record dating back to at least 1960 which evidence the existence of several structures on the property. The Property contains approximately 1.42 acres, and has approximately 50 feet of frontage on Loomis Lane and approximately 60 feet of frontage on Phinney's Lane. The Property lies in several zoning districts, including the RD-1, the Groundwater Protection Overlay District, and the Resource Protection Overlay District. This lot is shown as Lot 5 on a plan of land entitled "Plan of Land in (Centerville) Barnstable, Mass. Prepared for George P. Tuttle, Scale 1"=40", January 8, 1986"recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92. The RD-1 Zoning District currently requires that a building lot have at least 43,560 ; square feet of area, unless the property is located in the Resource Protection Overlay District, in which case the area must be a minimum of 87,120 square feet. As you know, this 2-acre . minimum in the RPOD was added to your Ordinance in October of 2000. Section 240-91(G)of Barnstalile's Ordinance, entitled "Nonconforming Lot", states in pertinent part as follows: (1) "Any.increase in area, frontage, width, yard or depth requirement of the Resource Protection Overlay District shall not apply to a lot for single or two family residential use which immediately prior to November 16, 2000 either: a) Conformed to the applicable bulk requirements of this chapter. immediately prior to November 16, 2000: or b) Immediately prior to (on the effective date of this. chapter,) was protected from the applicable bulk requirements of this subsection by the provision of§ 240-91A, B, C, D, or E of this chapter. (2) This protection afforded by this paragraph shall be permanent. It is clear from this language that the Property is a buildable lot. First, the lot contains approximately 61,855 square feet, which is more than sufficient lot area under the ordinance. Remember that the increased lot area requirement went into effect in November of 2000, and that section 240=91 recited above exempts the lot from the.increased area requirement for the reason that the Property conformed to the applicable bulk requirements of the Zoning Ordinance immediately prior to that date. In addition, the Property conformed, and conforms, to the minimum lot frontage and lot width requirements. In all ways, this lot is buildable, subject to the approval of your office of building plans which demonstrate compliance with the applicable set back and height requirements. Based on the fact that the property complies with the current underlying lot area for lots in the RD-1 Zoning District, I have not provided you with abutter information. -If I am incorrect in this regard, please do not hesitate to contact me. I hope that you have sufficient information with which to reply to this request. If you are in need of additional documents, please do not hesitate to contact me and they will be delivered ou. I thank you in advance for your time and attention to this matter. V ry ly Yours, aar if cc: Mehdi Hosseini, Trustee Sk 16245 P9311 05081 01-15-2003 0'1 02:48P QUITCLAIMDEED KIM WOODBURY of 491 Phinney's Lane, Centerville, MA 02632 In consideration of one dollar($1.00)paid Grant to PAUL R. TARDIF, TRUSTEE OF LOOMIS LANE REALTY TRUST, u/d/t January 15, 2003, and recorded herewith, with an address of 35 Loomis Lane, Centerville, MA 02632 With QUITCLAIM COVENANTS The land together with all buildings and improvements (if any) thereon in Barnstable (Centerville), Barnstable County, Massachusetts more particularly described as follows: LOT 5 as shown on a plan entitled "PLAN OF LAND IN (CENTERVILLE) BARNSTABLE, MASS. PREPARED FOR: GEORGE P. TUTTLE, SCALE 1"=40' Z JANUARY 8, 1986 which plan is recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92. l Property Address: 35 Loomis Lane, Centerville, MA /1 For title, see deed recorded in Book S , Page 3� Executed as a sealed instrument this 15`h day of January,_2003. 1 Kim Woodbury J COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: January 15, 2003 Then personally appeared the above-named Kim Woodbury, and acknowledged the foregoing instrument to be her free act and deed,before me, z 0, Nofary Public My Commission Expires: F DEEDS BARNSTABLE REGISTRY 0 , Bk 17747 Ps97 10-02-2003 Loomis Lane Realty Trust Certificate of Appointment of Successor Trustee and Acceptance I, Paul R.Tardif,as resigning Trustee of Loomis Lane Realty Trust,under declaration of trust dated January 15,2003,recorded with the Barnstable County Registry of Deeds in Book 1/245,Page 305, do hereby certify that by an instrument in writing signed by 100%of the Beneficiaries of said Trust,JOHN SOUZA of 204 Route 28, West Yarmouth,MA 02673, was appointed, and hereby accepts said appointment as Successor Trustee. Nd day o D � , 2003 EXECUTED as a sealed instrument t ' y f-Se)pt�rr�e P u ardif, ustee Acceptance: Jo Souza, Successor Trustee COMMONWEALTH OF MASSACUSETTS Barnstable ss October LE 0 Then ersonall a eared the above named Paul R. Tardif and John So ....au acknowledged the foregoing instrument to be their free act and deed before m "`' ;; }u elissa G. MacLeod, Notary blic n•`'Q ,:""'"' ' My Commission expires: 12/2 /05 BARNSTABLE REGISTRY OF DEEDS f j Bk 17747 Ps?8 0115425 10-02-2003 al 03 = 44cs Loomis Lane Realty Trust Appointment of Successor Trustee The undersigned,being the holders of 100%of the beneficial interest under a declaration of trust dated January 15,2003,recorded with.the Barnstable Registry of Deeds in Book 16245,Page 305, do hereby appoint John Souza of 204 Route 28, West Yarmouth,Massachusetts 02673,as successor Trustee under said Trust in place of Paul R. Tardif, who has resigned. Nd Witness our hands and seals this day of�2003 Kim Woodbury,as beneficiary of Loomis Lane Realty Trust COMMONWEALTH OF MASSACUSETTS Barnstable, ss October of ,2003 Then personally appeared the above named Kim Woodbury and acknowledged the foregoing instrument to be her free act and deed before me- Melissa G. MacLeod Notary R My Commission expires: 12/25 0 �p BARNSTABLE REGISTRY OF DEEDS !. k 1774.7 P:999 0115426 10--02-2003 0l 03 2 44P - Resignation of Paul R. Tardif as Trustee of Loomis Lane Realty Trust The undersigned, Paul R.Tardif,hereby resigns his office of Trustee of Loomis Lane Realty Trust, under declaration of trust dated January 15, 2003,recorded with the Barnstable County Registry of Deeds in Book 16/245, Page 305, effective.this October 2, 2003. Witness my hand and seal this 2nd y of ctober, 2 03 P u . Tardif COMMONWEALTH OF MASSACUSETTS Barnstable, ss October 2,2003 Then personally appeared the above named Paul R. Tardif and acknowledged,the t;,,�„.. . foregoing instrument to be his free act and deed before me- , s ' Melissa G. MacLeod, of My Commission expires: 12/23/05 y .M �- BARNSTABLE REGISTRY OF DEEDS 03/13/200S 17: 45 509-362-7199 PAUL TARUIF, ESQUIRE PAGE 04 Bk 20817 P:9 47 ®r 15142 03--1 3--2006 a"4 02243P Reffigunden of John-Sow As Tkastee of Rty Trug 'Tbe undmign4 John Sou ,hereby resigns his office of Trustee of Loomis Lane Realty Trust under declaration of trust dated October 2.,2003,recorded with the Bamstable County Regisfty of ids in Book 16.29 age 3 Ieffectvethis May 31 2005 Witness my hand and sW ibis Yd day of May,2005 ww M ONWIAX TH OF M"SACMTSETTS Bamstable,ss May 2005 Then personally appeared the above named John Souza d ae foregoing iRX to be their fry act and before A*es My Commission Expires: 0 03/13/2005 17: 45 508-362-7199 PAUL TARDIF, ESQUIRE PAGE 02 Big :Z0817 Fs L000ds Law Ike*►TMO Cerfificate of Appointment of Samener Trintse and Accepee 1,John Sea as resigning Trustee of Loomis Lane]fealty Trust,utter declaration Of trust dated.October 2,2003,recorded with the Barnstable County Registry of Deeds in Book m,Page do hereby certdy that by an instra® w in writing signed by 9 W16 ®fth+ ertari 9?said Trust,Mobdi Hosseini, of225 County Road,L-Aeville,MA 02347,was anointed,and hereby ac is said appointment as Successor Trustee. EXECUTED as a sealed kmtrment this day of Macyy,2005 r J Sow, Trustee Acceptance: YRelidi f4drse6i, Successor Trust COMMONWEALTH OF MASSACHUSETTS Barnstable,ss May,�� - ,2005 Then personally aped the above named Jahn Souza and Mehdi s owledged die foregoing instrument to be ffir Pee act and b icole Irving My Commission Expires: 09 ' 06 I 03/13/2006 17: 45 508-362-7199 PAUL TARDIF, ESQUIRE PAGE 03 Bic :20817 Ps 46 15141 lxmmnh Lam R Tmst Appohmment of Succeswr Trwfte , The undersiped,being the holders of 1 O(Ma of the bermfidal inmost under a declaration of.trust dated October 2,2003,recorded with to Barnstable Registry of Deeds in Book . 2 4�Page 3�5do]hereby appoint Mehdi HosseW of 225 County Road, Lakeville,MA 02347,as Suomsor'Trustee under said Must in place of John Souza,who lass resigned. Witness our hands and seals this 3d day of May,2005 Kim Woadbi ryu as benefidiary o Loomas l.,ane Realty Truk COMMONWEALTH OF MASSACH((SETTS Barnstable,ss May 2005 Then personally appeared,the above mmed Kim.�Nood the foregoing.ins ent to be them free act an ad before C. hole Irving My Commission Expires: I f 3 t LAW OFFICES OF PAUL R. TARDIF, ESQ. 490 MAIN STREAST YARMOUTH PORT,DZA 02675 (508)362-7799 (508)362-7199 fax Ptardif@tardiflaw.com Refer to File No. May 1, 2006 Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601, Re: 35 Loomis Lane, Centerville, MA Dear Mr. Perry: As you know, this office represents Loomis Lane Realty Trust, Mehdi Hosseini, Trustee, who is the record title owner of the property located at 35 Loomis Lane, Centerville, Massachusetts (the "Property"). My client has informed me that you received my letter of March 8, 2006, but are in need of additional information in order to complete your buildability analysis. As a result, I have am providing you with a title history from 1980 to present for the Property and its abutting lots, presumably to rule out the possibility that the Merger Doctrine has rendered the Property unbuildable, and conversely to determine the applicability of the single lot exemption of M.G.L. c. 40A, § 6. I have attached the relevant documents for your file. In addition, it should be noted that the Property was created by plan dated in 1986, and recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92, which shows that the lot measures 1.42 acres. As such, and since the Resource Protection Overlay District was created and became effective on November 16, 2000, the only nonconformity which could apply is the two acre minimum lot size. It is my opinion that any common ownership would need to have occurred since November 16, 2000, in order for you to determine that the Property may not be built upon. 35 Loomis Lane-MAP 230, PARCEL 101-1: This property is denoted as 35 Loomis Lane and is currently owned by Loomis Lane Realty Trust pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 1.6245, Page 311. Loomis Lane Realty Trust derived its title according to the following chain: Kim Woodbury to Loomis Lane Realty Trust, January 1.5, 2003, B. 16245, P. 311; Jennifer Toppin to Kim Woodbury, January 7, 2003, B. 1.6245, P. 304; Tuttle Family Trust to Jennifer Toppin, March 27, 1998, B. 11418, P. 151; George and Anne Tuttle to Tuttle Family Trust,November'4, 1983, B. 3 92 1, P. 74; Avilda W. Whittle to George and Anne Tuttle, May 3, 1983, B.3765, P. 194; Avilda Wilson to Avilda Whittle, May 18, 1960, B. 1082, P. 562; 45 Loomis Lane-MAP 230, PARCEL 104: This property is denoted as 45 Loomis Lane and is currently owned by Simone and Eric Fischer pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 20709, Page 194. This property abuts the Property to its south. The Fischers derived their title according to the following chain: Carol A. Schwartz to Simone and Eric Fischer, February 2, 2006 B. 20709, P. 194; Carol A. and Daniel V. Schwartz to Carol A. Schwartz,November 4, 1983, B 3.920, P.221 Henry Loomis to Carol A. and Daniel V. Schwartz, January 27, 1966 B. 1325, Page 217 491 Phinney's Lane-MAP 230, PARCEL 101-03 This property is denoted as 491 Phinney's Lane and is currently Y owned b Lakeside Nominee Trust pursuant to a deed recorded in the Barnstable County Registry of Deeds in Book 15399, Page 221. This property abuts the Property to the east. The Lakeside Nominee Trust derived its title according to the following chain: Windmill Realty Trust to Lakeside Nominee Trust, July 24, 2002, B 15399, P. 221; George P. Tuttle to Windmill Realty Trust, March 27, 1998, B. 11418, P 173; George and Anne Tuttle to George P. Tuttle, September 20, 1988, B 6449, P. 267; Avilda Wilson to George an Anne Tuttle, July 29, 1964, B. 1260, P. 407. 483 Phinney's Lane - MAP 230,-PARCEL 101-02: This property is denoted as 483 Phinney's Lane and is currently owned by Austin Realty Trust pursuant to a deed recorded in the'Barnstable County Registry of Deeds in Book 17635, Page 84. This property abuts the Property to the west. The Austin Realty Trust derived its title according to the following chain: Mehdi Hosseini and Kim Woodbury to Austin Realty Trust, September 8, 2003, B 17635, P. 84; Austin Realty Trust to Mehdi Hosseini and Kim Woodbury, August 22, 2003, B. 17542, P. 116; Mehdi Hosseini and Kim Woodbury to Austin Realty Trust, August 1, 2002, B 15442, P. 6,1; David and Jennifer Toppin to Mehdi Hosseini and Kim Woodbury, July 24, 2002, B. 15399, P. 202; David Toppin to David and Jennifer Toppin, July 24, 2002, B. 15399, P. 200; George and Anne Tuttle to David Toppin, March 27, 1998, B. 11418, P. 183; Avilda Wilson to George and Anne Tuttle, July 29, 1964, B. 1260, P. 407. As a result of this chain, it is clear that at no time since November 16, 2000 did any of the owners of 45 Loomis Lane, 491 Phinney's Lane, or 483 Phinney's Lane ever own the Property of the Loomis Lane Realty Trust, in common ownership with their own property.- It is my opinion that the Property is buildable. Please consider the attached documents, and confirm your agreement with this conclusion, in writing. I thank you for your time and attention to this matter. 2 °ONEr4 Town of Barnstable Regulatory Services " $''MA�`� ` Thomas F. Geiler,Director �$A 019. g rEnn�►�a 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 Owner: Map/Parcel: )-30 16/ '00/ Project Address .39 Loor:,� Builder: The following items were noted on reviewing;, 0 \ 2erf r tJ I-�'S � ecti� Cl e � �s ►� � i�r Co IC S �_ �cY i �Uuk I S ln1A„� L`7zf 11�C�� 54- Reviewed by: Date: tiJ /6 l� Q:Forms:Plnrvw S \ 230110 .; 9 \ rx \ \ z r 0 } � 230T67003, � s A 79 < 23010t001 ` j�� `�O 23a167004' ` 3D1870p2 , 016 \ ' n /V" k 2301�aT003 `9,L�� 23c1s7oo1: ss�9 ` 23010100� 2�U101004 ;;2°0159 : o f � ", }230099 2aa�a ! � i 2301T8 230180a'!� a ... l F . 230�20 v . ni�... s Ver ATar urs, � cc: Loomis Lane Realty Trust 3 Barnstable Assessing Search Results Page 1 of 2 L,i,i x fh4t4fi&'$� Home: Departments:Assessors Division: Property Assessment Search Results New Search 35 LOOMIS LANE Owner: 2006 Assessed Values: TARDIF, PAUL R Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $0 $0 230 /101/001 Extra Features: $0 $0 Outbuildings: $0 $0 Mailing Address Land Value: $612,600 $612,600 TARDIF, PAUL R LOOMIS LANE REALTY TRUST Totals $612,600 $612,600 35 LOOMIS LANE CENTERVILLE, MA. 02632 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $ 115.97 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commei C.O.M.M. FD Tax(Residential) $649.36 C.O.M.M.-All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Residential) $3,865.51 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other R; W Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 Total: $4,630.84 Construction Details Property Sketch Legend Building Construction info N/A A sketch is not available for this parcel. Land Interactive Property Map: Map requires Plug in: I have visited the maps before First First time users Show Me The Map Lot Size(Acres) 1.42 April 2001 photos available Click Here µ.,..., http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/l/2006 Barnstable Assessing Search Results Page 2 of 2 Appraised Value $612,600 Assessed Value $612,600 Sales History: Owner: Sale Date Book/Page: Sale Price: WOODBURY, KIM Jan 15 2003 12:OOAM 16245/304 $275,000 TARDIF, PAUL R Jan 15 2003 12:OOAM 16245/311 $ 1 TOPPIN,JENNIFER May 11 1998 12:OOAM 11418/150 $ 110,000 TUTTLE, GEORGE P&ANN TR Sep 15 1988 12:OOAM 6459/010 $ 1 TUTTLE, GEORGE P&ANN TR Feb 15 1984 12:OOAM 4023/113 $200,000 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/1/2006 Bk 16245 P9311 ior-5081 01-15-2003 & 02248P QUITCLAIMDEED KIM WOODBURY of 491 Phinney's Lane, Centerville, MA 02632 In consideration of one dollar($1.00)paid Grant to PAUL R. TARDIF, TRUSTEE OF LOOMIS LANE REALTY TRUST, uldh January 15, 2003, and recorded herewith, with an address of 35 Loomis Lane, Centerville, MA 02632 With QUITCLAIM COVENANTS The land together with all buildings and improvements (if any) thereon in Barnstable (Centerville), Barnstable County, Massachusetts more particularly described as follows: LOT 5 as shown on a plan entitled "PLAN OF LAND IN (CENTERVILLE) BARNSTABLE, MASS. PREPARED FOR: GEORGE P. TUTTLE, SCALE I"=40' Z JANUARY 8, 1986" which plan is recorded in the Barnstable County Registry of Deeds in Plan Book 451, Page 92. Property Address: 35 Loomis Lane,Centerville, MA /1 C` ) For title, see deed recorded in Book , Page 3� Executed as a sealed instrument this 15'' day of January, 2003. Kim Woodbury COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: January 15, 2003 Then personally appeared the above-named Kim Woodbury, and acknowledged the foregoing instrument to be her free act and deed,before me, Nofary Public My Commission Expires: 40/� BARNSTABLE REGISTRY OF DEEDS i• M m P.02/04 Bk_16245 P9304 �= 1 1 2 J 0 5t?79 f'� � 3 a 02 . 48P cut e o , 0m Q m ig Ie m QUITC"IMDEED JENN1 ER TOPPIN of 465 Salisbury St.,Holden,MA 01520 L In consideration of TWO HUNDRED SEVENTY FIVE THOUSAND ($275,000.00) ~Is DOLLARS PAID Grant to KIM WOODBURY ney's Lane, Centerville of 491 Phin L ,MA 02632 With QUITCLAIM COVENANTS The land together with all buildings and improvements (if any) thereon in Barnstable (Centemille), Barnstable County,Massachusetts more particularly described as follows_ LOT 5 as shown on a plan entitled "PLAN OF LAND IN (CENTER'VILLE) BARNSTABLE, MASS. PREPARED FOR GEORGE P. TU TTLE, �., JANUAIt'Y 8, SCALE 1"=40' 1986"which plan is recorded in the Barnstable County Registry of Deeds in Plan Book 451,Page 92. For title, see deed recorded in Book 11418,Page 150. Executed as a sealed insbwent this 7 dayof Jan vary,2003. COM*MONWEALTH OF MASSACHIJSETTS Barnstable, ss: . January 7 , 2003 Then personally appeared the above-named JENNIFER TOPPIN and acknowledged the foregoing instrument to be her free act and deed, before me,. 6_�L A, _ Notary Public M 3> � 3> My Conunissi.on Expires: k:: .4 �, 8 MY Commieswn- F.xpi re� ,wA t= x 1� 3F_— I K t11 -C BARNSTABLE REGISTRY OF DEEDS I .0 • y �y y We,GEORGE P.TUTTI.E and ANNE T.TUTTLE, TRUSTEES OF THE TUTTLE FAMILY TRUST under a Declaration of Trust dated November 4, 1983 recorded in Book 3921 Page 70, of Centerville, Massachusetts; for consideration paid and in consideration of ONE HUNDRED TEN THOUSAND AND 00/100 ($110,000.00) DOLLARS, grant to JENNIFER TOPPIN of 611 Cedar Street,West Barnstable,MA 02668,with QUITCLAIM COVENANTS,the following described premises: Parcel I: The land together with the buildings and improvements thereon situated at 499 Phinney's Lane,Barnstable(Centerville),Barnstable County,Massachusetts shown as LOT 1 on a plan of land entitled`Plan of Land in(Centerville)Barnstable,Mass. Prepared for: George P. Tuttle"dated February 19, 1985, Scale: 1" =40',drawn by Down Cape Engineering, Civil Engineers Land Surveyors,Yarmouth,Mass. Recorded in the Barnstable Registry of Deeds in Plan Book 397 Page 11. For SELLERS' title we deed dated September 20, 1988 recorded in Barnstable Registry of Deeds in Book 6449 Page 268. Parcel It: The land together with the buildings and improvements thereon situated at 35 Loomis Lane,Barnstable(Centerville),Barnstable County,Massachusetts shown as LOT 5 on a plan of land entitled '?Ian of Land in (Centerville) Barnstable, Mass. Prepared for: George P. Tuttle" dated January 8, 1986, Scale: 1" = 40', drawn by Down Cape Engineering, Civil Engineers Land Surveyors,Yarmouth,Mass.Recorded in the Barnstable Registry of Deeds in Plan Book 451 Page 92. For title see deeds recorded in Barnstable Registry of Deeds in Book 3921 Page 74, Book 4023 Page 113 and Book 6459 Page 10. THE UNDERSIGNED TRUSTEES HEREBY WARRANT AND REPRESENT THAT THE TUTTLE FAMILY TRUST SET FORTH ABOVE IS STILL IN FULL FORCE AND EFFECT, HAS NOT BEEN AMENDED IN ANY WAY, THAT THE BENEFICIARIES ARE OF FULL AGE AND ARE NOT UNDER DISABILITY, AND THAT THE TRUSTEES HAVE BEEN AUTHORIZED BY THE BENEFICIARIES OF SAID TRUST TO EXECUTE AND DELIVER THIS DEED. LAW OFFNM CW . X*N R.AL GER.P.C. 006 MAIN OTRRfT R O.BOX sae O6TOMLL6.MA oases-oaa� t 8k = 1 1418-1S1 33110 WITNESS our hands and seals this*day of , 19_?jr uttle Family Trust Tuttle Family Trust eorge P. Tuttle, Trustee Anne T. Tuttle,Trustee TATE OF AUNTY OF �* ��� DATE: 400�A,` 7 9r Then personally appeared the above-named George P, Tuttle,Trustee&Anne T. Tuttle, rustee and acknowledged the foregoing to be their free act and deed,before me .�--�- V. TARY PUBL / q; • y Commission xpires: U .p� el , l% dY. '_. ' N0� LEE ��' BARNSTABLE "Sam REGISTRY OF MEOS 05/11198 COY EXCISE TAX 05/11/98 Miiiifi TAX 376.20 TAX 250.80 CASH 376.20 TOTAL 250,80 CASH 250.80 9010ACOD 11922 EXCISE TAX 0009 1101 Mini 11122 C0lWY EXCISE TAX BARNSTABLE REGISTRY OF DEW i f • I I ` �I eoot<M Fab( 074 47301 li WE, GEORGE P. TUTTLE and ANNE T. TUTTLE, husband and wife, of Barnstable (Centerville), Barnstable County, Massachusetts, for consideration of ONE ($1.00) DOLLAR paid, grant to GEORGE P. TUTTLE and ANNE T. TUTTLE, trustees of the Tuttle Family Trust under a Declaration of Trust dated November 4, 1983 and recorded !; in the Barnstable County Registry of Deeds in Book 30, PageOV (mailing address: 483 Phinney's Lane, Centerville, Massachusetts i� 02632), with QUITCLAIM COVENANTS, a certain parcel of land together with the buildings thereon, situated in Barnstable (Centerville) , Barnstable County, Massachusetts, bounded and i described as follows: i NORTHEASTERLY by Loomis Lane, one hundred sixty-two and 00/100 (162.00) feet; SOUTHEASTERLY by land now or formerly of George Tuttle, seventy-six and 92/100 (76.92) feet; SOUTHWESTERLY by land formerly of Avilda N. Wilson andl ii now or formerly of George Tuttle, by (I several courses a total distance of i four hundred twenty and 00/100 (420.00) feet; NORTHWESTERLY by Wequaquet Lake; NORTHEASTERLY by land now or formerly of Avilda D. Whittle by two courses a total dis- tance of one hundred eighty-two and I 37/100 (182.37) feet; and NORTHWESTERLY by said land now or formerly of Avilda D. Whittle, one hundred twenty-six and 80/100 (126.80) feet. CONTAINING 21,800 square feet, more or less. Being shown on a plan of land entitled "Plan of Land in Centerville, Barnstable Mass. Surveyed for Avilda D. Whittle" dated August 19, 1964, drawn by Nelson Hearse- Richard Law, Surveyors, recorded at t:Le Barnstable County Registry of Deeds in Plan Book 187, Page 43. i it Said premises are conveyed together with the benefit of a right of way for all purposes which ways. are used in the town �I of Barnstable over Loomis Lane as is necessary to reach Phinney's ALDER&, BCN LAILLINO �) ♦WM VD , w Lane. "a YAIR OTRDDT P.O.DO%pD ODTDIIVILLD.MHOS. i O]DDD-00a1 'f�I L?A(t ., i B05£3921 FAu 075 -2- Said premises are conveyed subject to a first mortgage with the Cape Cod bank and Trust Co. dated June 9, 1983 and 4 i recorded in Book 3765, Page 201. For our title see a purchase of the land and a deed of { Avilda W. Whittle dated May 3, 1983 and recorded in Lock 3765, Page 194.. See also Book 3765, Pages 196, 197 and 199. FATNESS our hands and seals this 4th day of November, 1943. George P. Tuft e �I Anne T. Tuttle i COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. November 4, 1983 I �i ;i Then personally appeared the above named GEORGE P. TUTTLE and ANNE T. TUTTLE and acknowledged the foregoing instrumen to be their free act and deed, bef0re e _,I�Z II g Th doe c illin IXItary Public My. commission expires January 21, 19S8 f II i i j f i 1 i(C �;�i'J IiOY 483 f MAGOAOMUIaTT&OUITOLAIM 0=0 IMO VIOUAL(Loft*IOIIM)as eoox3765 you 194 2U:�5"! 1, Avilda W. Whittle 4&,4 / (Il ,4 of Acton, Middlesex Couaq Xuu wum isisgarsvesnla<l,for aonsiduadon paid,and In full aonddua lm of two hmdred thou sand' (200,000) dollars SwAftto George P. Tuttle and Anne T. Tuttle j husband'and wife as tenants by the entirety NSr 3 P�•N• y� 1.ZZ of Centerville,. Massachusetts wa *fth(d{ =0run is (Daelpdoo Md&-mtrA ff owl the land with the buildings thereon situated in that.part of Barnstable, Barnstable County, Massachusetts, known as Centerville, shown as a lot labelled "Avilda D. Whittle" on a plan entitled 'Plan of land in Centerville, Barnstable, Mass. Surveyed for Avilda M. Wilson" dated July 23, 1964, by Nelson Bearse-Richard Law, Surveyors, recorded with Barnstable County Registry of Deeds in q Plan Book 186, Page 109, bounded and described as follows: „ NORTHEASTERLY by land shown on said plan as of Henry S. Loomis and by Loomis Lane, in three lines measuring, respectively, 140.62 feet, 181.92 feet and 200.24 feet; SOUTHEASTERLY by other land of the grantees, 76.92 feet; m ; SOUTHWESTERLY by the seals, in six courses measuring, I respectively, 37.00 feet, 89.12 feet, 148.62 feet, 62.87 feet, 74.39 feet and 8 feet, more or less; NORTHWESTERLY by Wequaquet Lake, a Great Pond, 230 feet, more or less; and NORTHERLY by said Henry S. Loomis land, 6 feet, more or less. Together with all of grantor's right, title and interest in and to Loomis Lane as shown on said plan. :I. iY For grantor's title see the following deeds recorded with said ¢j Deeds: Book 912, Page 387; Book 1082, Page 562; Book 125.2, t Page 375; Book 1260, Page 404; and Book 1490, Page 806. Said premises are conveyed subject to rights, easements and $' restrictions of record, if any, to the-extent now in force and �j applicable, and subject to real estate taxes assessed on January 1, i 1983 for the fiscal period beginning July 1, 1983, which the °9 grantees by their acceptance hereof hereby assume and agree to pay, and subject to real estate taxes for the fiscal period January 1, 1983 through June 30, 1983, not yet due and payable, which # the grantees by their acceptance hereof hereby also assume and agree to pay. Cl�PnlnfOt: I 01 'It.Irj:�5AJCHnU ETryS� & y ''' .t�!�IC'09��•,1 r�A•J 1:. Q ZlR. � � illy.•-:1 � ..• •��.,.�il��+` {:«.«(1'....,i�+.•II^++. (oL►dlWdud---joint fauna—9vwft in common.) _ . 000x3765 I:ect 195 flown»._...A1Y................Iona and seal this»»».»,r, Q. ..»day of »» .»May............1983 is Avilda W. Whittle G i ty 4d i 1811t anatlltualtirdtl; at Agasatllmus i Q�yytp 6S. May 1983 Thmpmonslyappeared the above named Avilda W. Whittle `E LL and acknowledged the foregoing iLstmment to be her4� �ffm act and deed,beftue me .� ...... .r +pr ,K cam» ', NotayPuh(I�v �� h r my Comtnirsloa 13pha»»»....._......... �`�Il.»a.:a ........... InNEM L.rRINNIML NOTARY PUBLIC tar COMMMoN 0114RU OM al,tyas . N CIAP1'Ba in MC.6 AS AhtMM BY CHAPM Off CW 190 ` RVM did presmtad for record shall contain of have erubesed upon It the full name,orsideece and post olflt4 amem of the gnatae WA a recital of the amount of the full corwhlerstim thereof In dollars or the nature of the mists conddmtl=thetefor,If not delivered(or t a Vedlic noneary suet the fall consideration shall mean the total price fw the emveyuwe whew deduction(or my liens or encwnbm m i rsgomrd by the goatee or mminitrg thereon.All such eadarkme s and redta6 shall be raided a pars of the dad.Failure to comply with this section doll not affect the validity of any dml.No tegista of deeda shall accept a deed for mconliag unlm it is in wmplimm with the serial too is of this sedge •'!�'" fi�GOnD1'D JUN 10 83 NORTHEASTERLY by Cypress Street by a curved line measuring sixty-nine,, and 52/106(69,52) feet; EASTERLY,_ by said Cypress Street by a curve-:with twenty-five (25)foot 10$2 radius, fifty-seven and.25/100 (57.25)feet; yi-6 x SOUTHEASTERLY by land of J E Realty Co., Inc.. one hundred thirteen and 21/100 (113.21)feet;. SOUTHWESTERLY by said last-mentioned land, one hundred and 00/100 (100.00)feet; and NORTHWESTERLY by a portion of Lot 66, ninety-five and 00/100 05.00) feet. Containing 12,220 square feet of land, more or less, according,to said plan. Said premises are conveyed subject to and with the benefit of easements, restrictions, agreements and reservations of record, if any there be, insofar as the same may be in force and applicable. Being the same premises conveyed to us by deed of J. E. Realty Co., Inc:, duly recorded with said Deeds on May 28, 1959, Said premises are conveyed subject to efga� xxes first mortgage to Home Owners Federal Savings and Loan Association in the principal sum of$8,400.00, duly recorded with said Deeds on May 28, 1959. 36fixx � � a�tos$ataiame� s, - 9tt"go our'hand sand seat sthis d day of July, 19 0. HER ER H. CHAS ON ALTER A. CHASTON 131Ie (lirnntnattmraltl; m Aaggarilugrttg ss. July ��c� 19 60 1 11 Then ally appeared the above named HERBERT H. CHASTON and WALTER A. CHASTON and admowledged the foregoing instrument to be their fre@ act Id deed,before me Josep R. Wadaker,NoraryPubii l � My conLgion tAP—es_DecCmhPrr R. 19-62,. Barnstable, ss., Received July $, 1960, and is recorded. I, AVILDA M. WILSON of Worcester, in the County Worcester, W 73k - ' may, Massachusetts, Qbeing unr-"ied, for consideration paid, grant to AVILDA D. WHITTLE 4N of South Acton,, Massachusetts �J with 1lititClgtttt ragrtzgn#g the land in the Village..of Centerville in the Tawnof B.arnsta. e, ,ouaty of - (Descdpti6n'aa encamkhAC65.k any) 4 Barnstable, Massachusetts, bounded and described as follows 82. w sterl S 6� a point on the southwesterly side of the south e ,.y BEGINNING at Po Y. line of Loomis Lane at a cement bound now marked by the end of a hedge at ' land of Avilda M. Wilson; THENCE S. 50' 21' 50" W. seventy=six and ninety-two hundredths (76.92)feet to a cement bound; THENCE N. 60' 581 50" W. two hundred thirty-eight and twenty-two hundredths (238.22)to a cement bound; THENCE continuing by the same course N. 60' 58' 50" W. thirty(30) feet, more or less from the cement bound to the high water mark of Wequaquet Lake; said last three courses being by other land of Avilda M. Wilson; THENCE in a northerly,and..nbrthwesterly direction by.:said'.high water mark about eighty-five (85)feet to a point; THENCE N. 35. 52' 10" E. one (1)foot, more or less, to a point; THENCE S. 54' 07' 50" E. two hundred fifty-three and fifteen hundredths (253.15)feet to a cement bound; THENCE N. 84' 09' 20" E. one hundred three and fifty-two hundredths (103.52)feet to a cement bound by Loomis Lane; said last three courses being by land of Avilda D. Whittle; THENCE S. 41' 26' 00" E. twenty-two (22)feet to the point of beginning. CONTAINING approximately 11,700 square feet of land. t TOGE TFIER WITH rights appurtenant thereto in Loomis Lane, and subject to rights, if any, of.any other abutters on Loomis Lane in that portion of the Lane Which abuts the last course hereinabove described; BEING the premises shown on a plan entitled "Plan of Land in Centerville, Barnstable, Mass. belonging to Avilda M. Wilson et al. dated May 9, 1960, drawn by Nelson Bearse and Richard Law, Surveyors, bearing a certificate of the Board of Survey of Barnstable that such plan does not require the approval of the Board of Survey, such certificate dated May 16, 1960. � ....�J......day or ......................19........ ??mum"....... y.........hand and seal this................. opt (11MU MUt4am IIf i8�u$sslf�eltB 4` + May 18,19 60 >' Worcester SS. Y Then personally appeared the above named Avilda M. Wilson and acknowledged the foregoing instrument to be her free act and deed, becore me .....�........... Notaty- �6lia- Paul R. O'Connell. My Commission Espim Oct. 30 ,19 65 .. W - i i Barnstable Assessing Search Results Page 1 of 2 r � Home: Departments:Assessors Division: Property Assessment Search Results New Search 45 LOOMIS LANE Owner: 2006 Assessed Values: SWARTZ, CAROL A Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $62,700 $62,700 230 /104/ Extra Features: $2,600 $2,600 Outbuildings: $61,600 $61,600 Mailing Address Land Value: $610,400 $610,400 SWARTZ, CAROL A Totals $737,300 $737,300 55 LOOMIS LANE CENTERVILLE, MA. 02632 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $ 139.57 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commei C.O.M.M. FD Tax(Residential) $781.54 C.O.M.M. -All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Residential) $4,652.36 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other R; W Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 Total: $5,573.47 Construction Details Building Property Sketch Legend Building value $62,700 Interior Floors Minimum/Plywd Style Cottage Interior Walls Wall Brd/Wood Model Residential Heat Fuel None Grade Below Average Heat Type None Stories 1 1/2 Stories AC Type None Exterior Walls Wood Shingle Bedrooms 3 Bedrooms Roof Structure Gable/Hip Bathrooms 1 Full http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/l/2006 Barnstable Assessing Search Results Page 2 of 2 "f16f Roof Cover Asph/F GIs/Cmp living area 1126 " Replacement Cost $73710 Year Built 1920 fi Depreciation 15 Total Rooms 5 Rooms Land f Lot Size(Acres) 0.68 Appraised Value $610,400 Assessed Value $610,400 Interactive Property Map: Ma re u�reS Plug I have visited the maps before -01 Show Me The Map iR, April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: SWARTZ, CAROL A Nov 15 1983 12:OOAM 3920/221 $ 115,000 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1 $2,600 $2,600 SHED Shed 242 $ 1-,600 $ 1,600 DCK5 Pond Dock 1 $60,000 $60,000 Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UU Full Upper 2nd StoryS (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/1/2006 MASSACMUSETT/QUITCLAIM DEED ILONO FORM,Sea I, HENRY S. LOOMIS, of Larchmont, Westchester County, State of New York, being married, lltkc � tcsatK irts8cxsrao6*for consideration paid,grant to"DANIEL V. SWARTZ and CAROL A. SWARTZ, husband and wife, as tenants by the entirety, both of 35 Day Avenue, Westfield, Hampden County, Massachusetts, + i r with 4110datm raaeaanfe the land in 'Barnstable (Centerville), Barnstable County, Massachusetts, AwckAi3k together with any buildings thereon, between Loomis Lane and Wequaquet Lake shown $ps LOT 2 on plan entitled "Subdivision of tDesc'rtpeft—d encumbrances,if any] Land in Centerville, Mass. Property of HENRY S. LOOMIS Scale- 1 inch = 50 feet- Dec. 12, 1959, Ed. Kellogg - Civil Eng'r.II, duly recorded with Barnstable County Registry of Deeds in Plan Book 188, Page 95, and containing 24,900 square feet, more or less. Together with rights in common with others lawfully entitled in the fifteen-foot private way shown on said plan for all purposes for which ways are commonly used in the town of Barnstable. ! 4 For title, see deed of Russell Marston to Marion C. Loomis dated August 22, 1903, duly recorded with said Deeds in Book 262, 4 1 Page 345, and Estate Marion C. Loomis, Barnstable Probate Records No. 26599. ;a' I Mr nb ?7ir1s�� �Afi 217 (*Individual—joint Tenants—Tenants in CDnunon—Tenants by the Entirety.) 218 r I, Barbara C. Loomis, Azibstdt of said grantor, Henry S. Loomis, wife AKIuarbrA release to said grantee all rights of dower 1e5tea and other interests therein. �� GG �ttntes••••Qu•�'•••••••.hands and seals this.......................,......................day of .... .....19.-Adk- .................................................................................... ci....�,...,..�,I,(T� �!� � ��� .......gari�ar�oomis ........................................................................... ..................................................................................... lFht (Sotnmaututulth of i%Mguchuattte .iyN✓/a461L / (6 Then personally appeared the above named Henry S. Loo is and acknowledged the foregoing instrument to be his free a d deed, ore me ! v I ...... ......L-,e� ... Namry Pubiic�Ql0�ta70DC�lC1QlQ1r My Commission Expires.... ............................ I> t iWDJAN 2 7 IgFFAND RURDED I BG�X.3920 FACE 221 47237 We, DA14IEL V. SWARTZ and CAROL A. SWARTZ is of Y.$rmoutl�. (Bass River), Barnstable County,Massachusetts in const eratton o less than one hundred dollars � 1 .4r grant to CAROL J/ SWARTZ of Loomis Lane, Centerville, Ma. 02632 RAC with quitclaim cobenante tluxb[MittA certain parcel of land situated in Barnstable (Centerville) Barnstable County, Massachusetts, described as follows: Lot 3 as shown on plan of land entitled "Plan of Land in Barnst- able (Centerville) Mass. for Daniel V. and Carol A. Swartz October 17, 1983 Scale in Feet 1" = 30' Edward E. Kelley Reg. Land Surveyor Cunuttaquid, Mass." which said plan is to be recorded herewith. For our title see deeds from Henry S. Loomis recorded with the Barnstable County Registry of Deeds in Book 1325, Page 217, and from George P. Tuttle et ux recorded with said Deeds in Book 3769, Page 313, and from Henry S. Loomis recorded with said Deeds in Book 3764,. Page 283. M Executed as a sealed instrument this 4th day of Nove er 1983 ante wartz- Carol A. Swartz tl The (90mmonf=04 of Waseachusette Barnstable ss November 4 1983 qv0 Then personally appeared the above named DAaIfEL V. swa RTZ^CAROL A. SWARTZ and acknowledged the foregoing instrument to be the 1 r an nd eed. ,._ �• ;se Before me. Sandra Lee Crosby 3liuYie4Ai' roue My commission expires �A_,'.,_,`'`/ vV i iBk 20709 Ps 194 �7045 0 —02-2;fir. 6 Q 01 2 34P i I, CAROL A. SWARTZ, of 59 Loomis Lane, Centerville, Massachusetts 02632, for consideration paid and in consideration of ONE MILLION SIXTY THOUSAND and 00/100 ($1,060,000.00) DOLLARS, J. grant to ERIdFISCHER andSIMONE S. FISCHER, husband and wife as tenants by the entirety, both of 48 Homeward Lane,Walpole,Massachusetts 02081, "ASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-02-2006 8 01:34am CtI:: 1150 Doc:: 7045 with QUITCLAIMCOYENANTS, Fee: $3►625.20 Cons: $17060r000.00 The land and any buildings thereon located ir;Barnstable(Centerville',Barn_stable County,Massachusetts, more particularly bounded and described as follows: 1 Being shown as LOT 3 on a plan of land entitled:"Plan of Land in Barnstable(Centerville) Mass. for Daniel V. and Carol A. Swartz October 17, 1983 Scale in Feet: I"=30' Edward. E. Kelley Reg. Land Surveyor Cummaquid, Mass." which said plan is recorded witn the Barnstable County Registry of Deeds in Plan Book 377,Page 74. t Said premises are conveyed subj ect to and together with any and all matters of record insofar as the same are in full force and applicable. LOCUS: 45 Loomis Lane, Centerville, Massachusetts 02632 f For title see deed to the granter dated November 4, 1983 and recorded with The Barnstabie I County Registry of Deeds in Book 3920,Paoe 221. LAW OFFICES OF � BARNSTAf LE COUNTY EXCISE TAX JOHN R.ALGER,P.C. BARNSTABLE COUNTY REGISTRY OF DEEDS 6 PARKER ROAD Date: 02-02-2006 & 01:34pm I P O.BOX 449 Ct 14: 1150 DDr-�.: 7045 II Fee: $2 416.80 Cons: $l i,06Oril0i.00 OSTE'RVILLE.MA 02655-0449 Bk 20709 Pg 195 #7045 WITNESS my hand and seal this oo 0=day of ,2006. CAROL A. SWA Z COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE On this 40day of � A ,2006,before me,the undersigned notary public, personally appeared CAROL A. S AR Z, prove to me through satisfactory evidence of identification,which was V'. ,to,be the person whose name is signed on the preceding or attached Lcument,and acknowledged to me that he/she signed it voluntarily for its stated purpose. mo"A I NOTARY PUBLIC My Commission Expires: rXF. � � of BARNSTABLE REGISTRY OF DEEDS Barnstable Assessing Search Results Pagel of 2 ~y 3 t m Ana raze„ Home: Departments:Assessors Division: Property Assessment Search Results New Search 491 PHINNEYS LANE Owner: 2006 Assessed Values: WOODBURY, KIM TR Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $87,800 $87,800 230 /101/003 Extra Features: $0 $0 Outbuildings: $0 $0 Mailing Address Land Value: $ 178,900 $ 178,900 WOODBURY, KIM TR LAKESIDE NOMINEE TRUST Totals $266,700 $266,700 204 ROUTE 28 W YARMOUTH, MA.02673 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $50.49 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commei C.O.M.M. FD Tax(Residential) $282.70 C.O.M.M. -All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Persona Town Tax(Residential) $ 1,682.88 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other Rc W Barnstable-Residential $1.60 Commur W Barnstable-Commercial $2.46 Total: $2,016.07 Construction Details Building Property Sketch Legend Building value $87,800 Interior Floors Hardwood Style Cottage Interior Walls Plastered Model Residential Heat Fuel Gas Grade Average Plus Heat Type Hot Air Stories 1 Story F A AC Type None ., Exterior Walls Wood Shingle Bedrooms 1 Bedroom a Roof Structure Gable/Hip Bathrooms 1 Full http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/1/2006 Barnstable Assessing Search Results Page 2 of 2 Roof Cover Wood Shingle living area 864 Replacement Cost $109710 Year Built 1900 Depreciation 20 Total Rooms 3 Rooms ,` F Land Lot Size(Acres) 0.54Fh,x ; Appraised Value $ 178,900 F 3 N. i Assessed Value $ 178,900 Interactive Property Map: Map requires Plug in: I have visited the maps before �r " Show Me The Map April 2001 photos available` : Sales History: Owner: Sale Date Book/Page: Sale Price: WOODBURY, KIM TR Jul 24 2002 12:OOAM 15399/221 $ 1 TOPPIN, DAVID L TR May 11 1998 12:OOAM 11418/173 $40,000 TUTTLE, GEORGE P Sep 15 1988 12:OOAM 6449/267 $ 10 TUTTLE, GEORGE P TR Feb 15 1984 12:OOAM 4023/113 $200,000 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area (Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FE Full Upper 2nd StoryP Enclosed Porch PTO Patio UUS (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/1/2006 Bk 15399 Po221 *64377 07-24-2002 a'1 03 2 4dc► QUITCLAIM DEED I,DAVID L.TOPPIN,TRUSTEE OF WINDMILL REALTY TRUST u/d/t dated May 11, 1998 and recorded with Barnstable County Registry of Deeds in Book 11418, Page 163,of 483 Phinny's Lane,Barnstable(Centerville),MA In consideration of ONE DOLLAR AND NO/100($1.00)PAID Grant to KIM WOODBURY,TRUSTEE OF THE LAKESIDE NOMINEE TRUST u/d/t dated 7/24/02,recorded with Barnstable County Registry of Deeds herewith,of 69 Ploughed Neck Road,Sandwich,MA 02537 With QUITCLAIM COVENANTS The land, together with the buildings thereon, situated in Barnstable (Centerville), County of Barnstable in the Commonwealth of Massachusetts, being shown as LOT 2 on a plan entitled "Plan of Land in (Centerville), Barnstable, Mass. prepared for George P. Tuttle", dated February 19, 1985 Scale 1" =40',drawn by Down Cape Engineering,Civil Engineers Land Surveyors,Yarmouth, Mass. which plan is recorded with Barnstable County Registry of Deeds in Plan Book 397,Page 11. Subject to restrictions, reservations,easements and covenants of record,insofar as the same are in force and applicable. FOR TITLE REFERENCE, see deed recorded with the Barnstable County Registry of Deeds in Book 11418,Page 173. PROPERTY ADDRESS: 491 Phinney's Lane, Centerville, MA 02632 C� Bk 15399 P9222 064377 Executed as a sealed instrument this day of July,2002. DAVID L.TOPPIN, COMMONWEALTH OF MASSACHUSETI'S Barnstable County,ss: July 27V,2002 Then personally appeared the above-named DAVID L.TOPPIN,TRUSTEE as aforesaid, and acknowledged the foregoing instrument to be his free act and deed,before me, Notary ohn C. Stephenson,Esq.. My Commission Expires: 11/29/07 ' Seal BARNSTABLE REGISTRY OF DEEDS ~ Bk ■ 1 1418-173 33114 OS-11-1998 a 12526 I, GEORGE P. TUTTLE of Centerville, Massachusetts, for consideration paid and in consideration of FORTY THOUSAND AND 00/I00 ($40,000.00) DOLLARS , grant to DAVID L. TOPPIN,TRUSTEE OF WINDMILL REALTY TRUST under a Declaration of Trust dated May 11, 1998 and recorded herewith, of 611 Cedar Street,West Barnstable,MA 02668, with QUITCLAIM COVENANTS,the following described premises: The land together with the buildings and improvements thereon situated at 491 Phinney's Lane, �- Barnstable(Centerville), Barnstable County,Massachusetts shown as LOT 2 on a plan of land entitled "Plan of Land in(Centerville)Barnstable, Mass. Prepared for: George P. Tuttle" dated February 19, 1985, Scale: 1" =49, drawn by Down Cape Engineering, Civil Engineers Land Surveyors, Yarmouth, Mass, Recorded in the Barnstable Registry of Deeds in Plan Book 397 Page 11. For SELLERS'title see deed dated September 20, 1998 recorded in Barnstable Registry of Deeds in Book 6449 Page 267. LAW o"IM os X H C13), ND . L VP x W —+ JOHN R AL44FR,P.C. 1.4 ea e"MAIN 6Tn6Fr rrn 0 CO a M rot .y P.O.BOX MG C`u` r 06MVILLC.MA X � �- W 4 02666-0442 W O O O O O µ 5XC w Bic r. 1 1418--174 331 14 WITNESS my hand and seat this day of' " J • 19 j i George P. Tuttle STATE OFrI' OUNTY OF bfm- /l Y441 DATE:/A" �v/ ` J Then personally appeared the above-named George P. Tuttle' and acknowl9dgi the Foregoing to be his free act and deed,before me - . L TARY PUBJX CyCommission Commission Expires:011 j BARNSTABLE REGISTRY OF DEEM BuuK6449 er,cE 267 53683 QUITCLAIM DEED We, George P. Tuttle and Anne T. Tuttle of the Town of Barnstable, Barnstable County, Massachusetts in consideration of $10.00 t*on Grant to George P. Tuttle of the Town of Barnstable, Barnstable County, Massachusetts yt,3 t9hjoney�j 4a6e;. G'c rarer✓iIle- ,A4fI 0a43a I with quitclaim covenants the land in Centerville, in the Town of Barnstable, Mas- sachusetts, bounded and described as follows: Beginning at a point on the northerly right-of-way line of Phinney's Lane at the southeast panhandle corner being the south- west corner of Lot 1 and S 80 degrees 58135" W a distance of 162.43 feet from the intersection of the northerly right-of-way line of Phinney's Lane with westerly right-of-way line of Loomis Lane. THENCE N 09 degrees 3614011 W along the westerly line of Lot 1 a distance of 138.64 feet; THENCE N 74 degrees 4812811 E along the northerly line of Lot 1 a distance of 132.44 feet to the westerly right-of-way line of Loomis Lane; THENCE N 20 degrees 54148" W along said road line 155.00 feet; THENCE S 70 degrees 53132" W by other land of Grantor and lot 3 a distance of 123.12 feet; THENCE S 09 degrees 36140" E along the easterly line of lot 3 a distance of 282.99 feet to the northerly right-of-way line of Phinney's Lane; THENCE N 80 degrees 5813511 E along said road line 20.00 feet to . the point of Beginning and containing 23,409 square feet more or less. Being Lot 2 as shown on a plan by Down Cape Engineering, Inc. dated February 19, 1985 and recorded in Book 397 Page 11 of the. Barnstable County Plan records. For Grantor's title see the deed from Avilda M. Wilson dated July 29, 1964 and recorded in the Barnstable County Registry of Deeds in Book 1260 Page 407. Execut as a sealed instrument this 'CIS= day of k ": u �, 1988. i n ` George P. Tuttle Anne T. Tuttle THE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. V , 1988 Then personally appeared the above named George P. Tuttle +' ;''SUy •.. and Anne T. Tuttle and acknowledged the foregoing instrument be their free act and deed, Before me', Notary P,pf 1 c +r �:'�►! My Commission Expires RU11.;110 SEP 22 nS . r: 134P (Cam ontorallk of Ausar4uzztfa Barnstable, ss• J uly.29, 1964. 1260 i Then personally appeared the above named AVILDA D. WHITTLE, 7 and acknowledged the foregoing instrument.to be her free act and deed; before me q aj�jPy(�lic= 8Rffi1fSA(tFX . My Commission Expires ii :..• ^...� :�...Y �'.•) 19 _. Barnstable, sc., Received July 29, 1964, and is receded. QUITCLAIM.DEED (INDIVIDUAL) - I, AVILDA M. WILSON, Of Worcester, Worcester County, D4assachusetts. being unmarried, for consideration paid, grant to GEORGE P. TUTTLE and ANNE T. TUTTLE, husband and wife, as tenants by the entirety, both of Barnstable, Barnstable County, Massachusetts, with gttiirtaim rattruan#s the land in Centerville, in th as follows: e Town of Barnstable, Massachusetts, bounded and described - [Description and encumbrances,if any] _ BEGINNING at a point on the northerly side of Phinneys Lane at a cement bound marking the southeasterly corner of land now or formerly of Josephine O. Kirk, it being the southwesterly corner`of.the premises herein conveyed; THENCE N. 17° 58' 55" W. five hundred two and three hundredths (502. 03) feet more or less, passing through a concrete bound to the high water mark of Wequaquet Lake, said course being by said Kirk land; 12 THENCE northeasterly and northerly by Wequaquet Lake to a point at the high water mark of said Lake which is N. 60' 58' 5011 W. about forty-four (44) feet from a cement bound, which bound is shown on a plan dated September 12,, 1961, recorded in the Barnstable Registry of Deeds, Plan Book 166, Plan 81; . THENCE northwesterly, westerly, northwesterly and northerly by Wequaquet Lake as shown on a plan drawn by Nelson Bearse and Richard Law, Surveyors, dated July.23, 1964, to be recorded, to a point at the high water mark of said Lake at land of Avilda D. Whittle; THENCE to a cement bound which is S. 71' 49' 4011 E. eight (8)feet more or less from the high water mark of Wequaquet Lake as of the date of this deed; THENCE S. 71' 49' 4011 E. seventy-four and thirty-nine hundredths (74.39)feet to a cement bound; THENCE S. 49° 36- 001,,E.. sixty-two and,eighty-seven hundredths (62.97)feet to a cement bound; 1260, THENCE S. 52° 51' 50" E.. one hundred forty-eight and sixty-two hundredths 408 (148. 62)feet to a cement bound; THENCE S. 54° 52' 5011 E. eighty-nine and twelve hundredths (89. 12) feet to a cement bound; THENCE S. 41° 26' 00" E. thirty-seven (37)feet to a cement bound; .THENCE N. .50° 21' 50" E. seventy-six and ninety-two hundredths (76.92)feet to a,cement bound set in the southwesterly line of Loomis Lane; said last seven courses being by land of Avilda D. Whittle and shown on said plan; THENCE S. 41° 26' E. three hundred eleven (311)feet by said line of Loomis Lane to an iron pin set in the northerly line of'Phinneys Lane; THENCE S. .60° 25' 30" W. two hundred eighty and forty-one hundredths (280.41) feet to a concrete bound; THENCE by a curve to the right, the radius of which is 1302. 76 feet, a distance of about one hundred forty-nine and forty hundredths (149..40)feet to a concrete bound; THENCE S. 67° 45' W. twenty-three and thirty-one hundredths (23.31)feet to acement bouni at the point of beginning. Said last three courses being by Phinneys Lane; Together with the right to pass and repass for usual street purposes over Loomis Lane in common with others entitled thereto from the granted premises to Phinneys Lane; BEING a portion of Parcel B on Plan of Land in Centerville-Barnstable, Massa- chusetts, surveyed for Avilda D. Wilson dated August 28, 1953, drawn by Bearse and Kellogg and being a portion of the first tract in the deed to Ernest D. Wilson et ux as tenants by the entirety, dated July 21, 1955, recorded in the Barnstable Registry of Deeds, Book 915, Page 139; together with a portion of the premises conveyed by Avilda D. Whittle to Avilda M. 'Wilson by two deeds dated respectively December 6, 1961, recorded in the Barnstable Registry of Deeds, Book 1140, Page 415, and July 29, 1964, recorded herewith. This conveyance is subject to taxes for 1964 which, as apportioned, thegrantees. assume and agree to pay as a part of consideration hereof. Quitclaim covenants herein do not apply to so much of the premises conveyed herein as lie westerly of the Lake line marked "BY" in Parcel B on said plan dated August 28, 1953; Together with all right, title and interest of the grantor in and to that part of Wequaquet Lake below high water mark where the same abuts the granted premises. This is to confirm that I, as grantor in the deed to Avilda D. Whittle, recorded w d May 27, 1964, in the Barnstable Registry of Deeds; Book 1252, Page 375, should have 3 1 been described therein as "unmarried". W Z V. Being the premises shown as containing 3.73 acres more or less on a plan wof land in Centerville-Barnstable, Massachusetts, surveyed for Avilda M. Wilson', 0 dated July 23, 1964, drawn by Nelson Bearse and Richard Law, Surveyors, recorded z z herewith. :3a oz — w W � x � Zz a vi w � a - tC fT•?:• iR'Ct-rr:'r.f.l '4C�'�ScTTC. .. " F, 1260 [^ \l - :409 '� xa�rbc�blyertsiafieeat�a6a� Dc Effmas.........MY.....hand and seat this..................?.`lth.....................day of........7udY,...........19.64 0111P (lis=V=Paltll sf filxssarflumng Barnstable, ss. July 29, 1964. Then personally appeared the above named Avilda M. Wilson i and acknowledged the foregoing instrument to be her free act and deed, before me ... i.Vfa Comrs,issioni' 19 _ i Barnstable, SE., Received July t9, 1964,9 4, 'Ina is recor;.'ed. low.W.11-1V11740111 6N Hyannis Co-operative Bank of Barnstable (Hyannis),Barnstable County, Massachusetts,holder of a mortgage E, from William F. Shaw and Dorothy/Shaw � m to said Hyannis m Co-operative Bank G dated September 30, 1963 y et recorded with Barnstable County Registry of DeedsCD Book 1220 Page 14 acknowledges satisfaction of the same W • brl In mttnP88 w4rrraf, the said C Hyannis Co-operative Bank O has caused its corporate seal to be hereunto affixed =d these presents to be signed, acknowledged, and delivered in its name and behalf by Lillian Olsen C� its Treasurer this 28th day of July A.D. 19 64 Signed and sealed in presence of HYANNIS CO-OPERATIVE BAND............................................... ....... .....::.....: f • ...................................................................... By :. ....................................................7...... i Treasurer Barnstable Assessing Search Results Page 2 of 3 Roof Cover Asph/F GIs/Cmp living area 5214 Replacement Cost .$630877 Year Built 1888 Depreciation 20 Total Rooms 11 Rooms v. s` Land Lot Size(Acres) 1.79 Appraised Value $757,900 %:. 3 Y Assessed Value $757,900 Interactive Property Map: Ma requires Plug in: I have visited the maps before ', ' "'. Show Me The Map �. y April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: WOODBURY, KIM TR Sep 12 2003 12:OOAM 17635/084 $ 1 HOSSEINI, MEHDI & Aug 27 2003 12:OOAM 17542/116 $ 1 WOODBURY, KIM TR Aug 5 2002 12:OOAM 15442/061 $ 1 TOPPIN, DAVID L&JENNIFER Jul 24 2002 12:OOAM 15399/200 $ 1 WOODBURY, KIM &HOSSEINI, MEHDI Jul 24 2002 12:OOAM 15399/202 $ 1,200,000 TOPPIN, DAVID L May 11 1998 12:OOAM 114.18/183 $700,000 TUTTLE, GEORGE P&ANNE T TRS Feb 15 1984 12:OOAM 4023/113 $200,000 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value HOTT Hot Tub 1 $400 $400 FPL2 Fireplace 2 $4,800 $4,800 FPO Ext FP Opening 1 $600 $600 BRN7 Barn(Garage) 3280 $36,900 $36,900 BFA1 Bsmt Fin-Good 2000 $30,400 $30,400 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area UST Utility Area(Unfinished) (Finished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story (Unfinished) http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/1/2006 Barnstable Assessing Search Results Page 3 of 3 i FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FE Full Upper 2nd StoryP Enclosed Porch PTO Patio UUS (Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/assess06/displayparceIO6.asp?mapparback=add... 5/1/2006 Bk 17635 PS 84 T 106641 49--2 2--20o3 ai QUITCLAIM DEED We, MEHDI HOSSEINI and KIM WOODBURY,both of 483 Phinney's Lane, Barnstable(Centerville), Massachusetts 02632 in consideration of ONE AND 00/100 ($1.00),paid,grant to KIM WOODBURY, Trustee of the Austin Realty Trust, under declaration of trust dated August 5, 2003. and recorded with the Barnstable County Registry of Deeds in Book 15442, Page 56,of 483 Phinney's Lane,Centerville, Massachusetts 02632 with QUITCLAIM COVENANT the land,together with any buildings thereon, located at 483 Phinney's fLane, Barnstable(Centerville), Barnstable County,Massachusetts 02632,more particularly bounded and described as follows: Shown as Lot 4 on a plan entitled"Plan of Land in (Centerville) Barnstable, Mass."prepared for George T. Tuttle, Sale 1"=40' January 8, 1986, which plan is recorded with the Barnstable Registry of g ry Deeds in Plan Book 451, Page 92. i Being the same premises conveyed by deed of Kim Woodbury,Trustee to Mehdi Hosseini and Kim Woodbury, dated August 22, 2003, recorded in Book 17542, Page 116. CA Witness our hands and seals this 6 day of s , 2003 1f�Ie §semi Kim Woodbury COMMONWEALTH OF MASSACUSETTS Barnstable, ss September , 2003 Then personally appeared the above named ehdi Hossein'4dbefore Woodbury, and acknowledged the foregoing instrument to be thei fre act me-1i�rotary Public My Commission expires: �/�//�,� T BARNSTABLE REGISTRY OF DEED Bk 17542 P9116 *99566 08-27-2003 a 12:51w QUITCLAIM DEED AND TRUSTEE CERTIFICATION Kim Woodbury,Trustee of 483 Phinney's Lane,Centerville,Massachusetts 02632, Trustee(s)of theUtstun Fealty That 44&43Zsust under declaration of trust dated AUWjq_a,2002 ,ZQlq ,and recorded with the Barnstable County Registry of Deeds in - Book 15442 Page 56 -ep r4e4-wi4k4ke_---------------- egisH -B+stfie �f-the-I rid �eart�Doe.nrr+e+�t I�de- . for consideration paid,and in full consideration of ONE AND 00/100 Dollars(U.S. S 1.00) grant(s)to Mebdi Hosseini and Kim Woodbury,husband and wife,as Tenants by the Entirety,of 483 Phinney's Lane,Centerville,Massachusetts 02632 with quitclaim covenants the following property in Centerville, Barnstable County,Massachusetts. The land together with the buildings and improvements thereon situated at 483 Phinney's Lane, Barnstable Barnstable Count Massachusetts shown as Lot 4 on a plan entitled "Plan of Land in (Centerville), Y, (Centerville)Barnstable,Mass."prepared for George T. Tuttle,Scale 1"=40'January 8, 1986,which plan is recorded with Barnstable Registry of Deeds in Plan Book 451,Page 92. . Being the same premises conveyed to the herein named grantor(s) by deed recorded with Barnstable County Registry of Deeds in Book 15442,Page 61. TRUSTEE CERTIFICATION: The above grantor(s)do hereby certify on oath that the said trust is in full force and effect, has not been amended or modified except by instruments of record, if any, that no beneficiary of said trust is under legal disability, and that this conveyance for the consideration stated hereon was duly authorized pursuant to the terms of the trust, and if required by the Trust, by the written consent of the beneficiaries holding 100%of the beneficial interest in said trust. Witness my/our hand(s)and seal(s)this 22nd day of August,2003 . Austin Realty Trust Kim Woodbury,Trustee . z Bk 17542 P9117 --99566 Commonwealth of Massachusetts Middlesex,ss: August 22,2003 Then personally appeared the above-named Kim Woodbury, Trustee and acknowledged the foregoing instrument to be his/her/their free act and deed,and acknowledged the certifi erein t be true,before me Notary Public even J.Kellem My Commission Expires: 1/20/2006 PROPERTY ADDRESS: 483 Phinney's Lane Centerville,Massachusetts 02632 BARNSTABLE REGISTRY OF DEEDS Bk 15442 Po61 067855 08-05-2002 & 03253R QUITCLAIM DEED I,MEHDI HOSSEINI AND KIM WOODBURY,husband and wife as tenants by the entirety of 69 Ploughed Neck Road, Sandwich,MA 02537 In consideration of ONE AND N0/100($1.00)paid Grant to KIM WOODBURY, TRUSTEE OF AUSTIN REALTY TRUST, u/d/t dated July 27,2002,recorded with the Barnstable County Registry of Deeds herewith,of 69 Ploughed Neck Road, Sandwich,MA 02537 With QUITCLAIM COVENANTS The land,together with the buildings thereon, situated in Barnstable(Centerville), County of Barnstable in the Commonwealth of Massachusetts,being shown as LOT 4 on a plan entitled"Plan of Land in(Centerville),Barnstable,Mass." prepared for George P. Tuttle,Scale V =40'January 8, 1986,which plan is recorded with Barnstable County Registry of Deeds in Plan Book 451,Page 92. Subject to restrictions reservations, easements and covenants of record,insofar as the same are in force and applicable. FOR TITLE REFERENCE, see deed recorded with the Barnstable County Registry of Deeds in Book 15399 Page 202. PROPERTY ADDRESS: 483 PHINNEY'S LANE, CENTERVILLE,MA 02632 ARDITO,SWEENEY, STUSSE,ROBERTSON &DUPUY,PC ATTORNEYS AT LAW WEST YARMOUTH,MASS 02673 (506)775-3433 .. t Bk 15442 Ps62 067855 Executed as a sealed instrument this _day of August, 2002? rr - Kim oodbury y�lViehdi osseini COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss August \ 2002 Then personally appeared the above-named KIM W ODBURY and MEHDI HOSSEINI and acknowledged the foregoing instrum t to be their free act and deed,before me, �l Notary Public: i ell . Stus e My commission expires: 11/25/05 BGueriMHosseini 94591Deed-Austin Realty Trust.wpd ARDITO,SWEENEY STUSSE,ROBERTSON &DUPUY,PC ATTORNEYS AT LAW WEST YARMOUTH,MASS 02673 (508)775-3433 BARNSTABLE REGISTRY OF OEEOS Bk 15399 Ps202 064371 07-24--2002 & 03 2 44P QUITCLAIM DEED I,DAVID L.TOPPIN AND JENNIFER TOPPIN,of 483 Phinny's Lane,Barnstable (Centerville), MA In consideration of ONE MILLION TWO HUNDRED THOUSAND DOLLARS AND NO/100($1,200,000.00)PAID Grant to KIM WOODBURY AND MEHDI HOSSEINI,husband and wife as tenants by the entirety,of 69 Ploughed Neck Road,Sandwich,MA 02537 With QUITCLAIM COVENANTS I The land, together with the buildings thereon, situated in Barnstable (Centerville), County of Barnstable in the Commonwealth of Massachusetts, being shown as LOT 4 on a plan entitled "Plan of Land in (Centerville), Barnstable, Mass." prepared for George P. Tuttle, Scale 1" = 40'January 8, 1986, which plan is recorded with Barnstable County Registry of Deeds in Plan Book 451,Page 92. Subject to restrictions, reservations,easements and covenants of record,insofar as the same are in force and applicable. FOR TITLE REFERENCE, see deed recorded with the Barnstable County Registry of Deeds herewith. PROPERTY ADDRESS: 483 Phinney's Lane, Centerville, MA 02632 i Bk 15399 Ps203 1664371 Executed as a sealed instrument this7q4ty of July,2002. VID L.TOPPIN J NIF TO PIN COMMONWEALTH OF MASSACHUSETTS Barnstable County,ss: July ��2002 Then personally appeared the above-named DAVID L.TOPPIN AND JENNIFER TOPPIN, and acknowledged the foregoing instrument to be their free act and deed,before me, Notarbl` . John C. Stephenson,Esq. My Commission Expires: 11/29/07 0 s M v, ?c t �-• t •- tULQ t1t CV O N NM► MZ W� 1 = �f X t N �') � ty j y g. n LQ a � otw s = BARNSTABLE REGISTRY OF DEEDS f Bk 15399 P0200 0-64370 07--24--2002 & 03 a 44�a QUITCLAIM DEED I, DAVID L.TOPPIN,of 483 Phinny's Lane,Barnstable(Centerville),MA In consideration of ONE DOLLAR AND NO/100($1.00)PAID Grant to DAVID L.TOPPIN AND JENNIFER TOPPIN,husband and wife as tenants by the entirety, of 483 Phinny's Lane,Barnstable(Centerville),MA With QUITCLAIM COVENANTS The land, together with the buildings thereon, situated in Barnstable (Centerville), County of Barnstable in the Commonwealth of Massachusetts, being shown as LOT 4 on a plan entitled "Plan of Land in (Centerville), Barnstable, Mass." prepared for George P. Tuttle, Scale 1" =40' January 8, 1986,which plan is recorded with Barnstable County Registry of Deeds in Plan Book 451,Page 92. Subject to restrictions, reservations,easements and covenants of record, insofar as the same are in force and applicable. FOR TITLE REFERENCE, see deed recorded with the Barnstable County Registry of Deeds in Book 11418,Page 183. PROPERTY ADDRESS: 483 Phinney's Lane, Centerville,MA 02632 Sk 15399 P0201 064370 d i Executed as a sealed instrument this �� day of July,2002. DAVID L.TOPPIN COMMONWEALTH OF MASSACHUSETTS Barnstable County,ss: July 2_�, 2002 Then personally appeared the above-named DAVID L. TOPPIN, and acknowledged the foregoing instrument to be his free act and deed,before me, //tlll� Notary l ohn C. Stephenson,Esq. My Commission Expires: 11/29/07 Seat 1, BARNSTABLE REGISTRY OF DEEDS f 1 We,GEORGE P.TUITLE and ANNE T.TUTTLE,both of Centerville.Massachusetts, for consideration paid and in consideration of SEVEN HUNDRED THOUSAND AND 001100 ($700,000.00) DOLLARS,grant to DAVID L.TOPPIN, of 611 Cedar Street, West Barnstable, MA 02668, with QUITCLAIM COVENANTS,the following described prep-dses: The land together with the buildings and improvements thereon situated at 483 Phinney's -- Lane,Barnstable(Centerville), Barnstable County,Massachusetts shown as LOT 4 on a plan of land entitled "Plan of Land in (Centerville)Barnstable, Mass. Prepared for: George P. Tuttle" dated January 8, 1986, Scale: 1" =4Y,drawn by Down Cape Engineering, Civil Engineers Land Surveyors, Yarmouth,Mass.Recorded in the Barnstable Registry of Deeds in Plan Book 451 Page 92. For SELLERS' title see deed dated July 24, 1964 recorded in Barnstable Registry of Deeds in Book 1260 Page 407. g g G,ca 01 LAW OFMW OF UA JOM R.ALSM.P.C. N N =W aB6 MAIM iTR6EY N x P.O.BOX 449 +y ¢ ••• 0Q Q o W 06TlRVILLC.MA �.. U coh^ 01 02658-0149 nwn i Bk a 1 1418-184 33116 WITNESS our hands and seals thi&day of , 19 : George P. Tuttle Anne T. Tuttle STATE OF �( ` OUNTY OF 4 DATE. Then personally appeared the above-named George P. Tuttle & Anne T. Tuttle and cknowledged the foregoing to be their free act and deed,before me zo& OTARY PUB y Commissio6txpiresf RARNATAM REGISTRY OF DEEDS "c'If W Mommmtnrenlo of fikowrllttmus Barnstable, ss. J uly.29, 1964. 1260 Then personally ers nail appeared o eare d the above named +AVILDA D. WHITTLE 40 7 and acknowledged the foregoing instrument to be her free act and deed, before me. iL__— �.... -..Nota P�lic-.— �S RffinaY My Commission Expires Barnstable, ss., Received July 29, 1964, and is recorled. QUITCLAIM DEED (INDIVIDUAL) I, AVILDA M. WILSON, Of Worcester, Worcester _ County, il2assachusetts; being unmarried, for consideration paid, grant to GEORGE P. TUTTLE and ANNE T. TUTTLE, husband and wife, as tenants by the entirety, both of Barnstable, Barnstable County, Massachusetts, with qjftluiturmrrnnttls the land in Centerville, in the Town of Barnstable, Massachusetts, bounded and described as follows: (Description and encumbrances,if any) BEGINNING at a point on the northerly side of Phinneys Lane at a cement bound marking the southeasterly corner of land now or formerly of Josephine O. Kirk, it being the southwesterly corner of the premises herein conveyed; ql THENCE N. 17° 58' 55" W. five hundred two and three hundredths (502. 03) feet S\ more or less, passing through a concrete bound to the high water mark of Wequaquet Lake, said course being by said Kirk land; 12 THENCE northeasterly and northerly by Wequaquet Lake to a point at the high water mark of said Lake which is N. 60° 581 50" W. about forty-four (44) feet from a + cement bound, which bound is shown on a plan dated September 12, 1961, recorded (j in the Barnstable Registry of Deeds, Plan Book 166, flan 81; THENCE northwesterly, westerly, northwesterly and northerly by Wequaquet Lake as shown on a plan drawn by Nelson Bearse and Richard Law, Surveyors, dated July 23, 1964, to be recorded, .to a point at the high water mark of said Lake at land of Avilda D. Whittle; THENCE to a cement bound which is S. 71° 49' 4011 E. eight (8)feet more or less from the high water mark of Wequaquet Lake as of the date of this deed; THENCE S. 71° 491 40.11 E. seventy-four and thirty-nine hundredths (74.39)feet to a cement bound; THE 1 - NCE S 4 ." 36 9 00 ,E. sixty-two and.eighty-seven hundredths (62.87)feet to a cement bound; 1260, THENCE S. 52° 51' 50" E. one hundred forty-eight and sixty-two hundredths +0 8 (148.62)feet to a cement bound; THENCE S. 54° 52' 5011 E. eighty-nine and twelve hundredths (89. 12) feet to a cement bound; THENCE S. 41° 26' 00" E. thirty-seven (37)feet to a cement bound; .THENCE N. .50° 21' 50" E. seventy-six and ninety-two hundredths (76:92)feet to a•cement bound set in the southwesterly line of Loomis Lane; said last seven courses being by land of Avilda D. Whittle and shown on said plan; THENCE S. 41° 26' E. three hundred eleven (311)feet by said line of Loomis Lane to an iron pin set in the northerly line of Phinneys Lane; THENCE S. .60° 25' 30" W. two hundred eighty and forty-one hundredths (280.41) feet to a concrete bound; THENCE by a curve to the right, the radius of which is 1302. 76 feet, a distance of about one hundred forty-nine and forty hundredths (149..40)feet to a: concrete bound; 3�Ii ,ffiLX jTC�L.YYifC.Y]G]GXX�YX.�KY'Y W]bL��,llIStlII� +��-CIIIIZCL�� THENCE S. 670 45' W. twenty-three and thirty-one hundredths (23,31)feet to acement bound at the point of beginning. Said last three courses being by Phinneys Lane; Together with the right to pass and repass for usual street purposes over Loomis Lane in common with others entitled thereto from the granted premises to Phinneys Lane; BEING a portion of Parcel B on Plan of Land in Centerville-Barnstable, Massa- chusetts, surveyed for Avilda D. Wilson dated August 28, 1953, drawn by Bearse and Kellogg and being a portion of the first tract in the deed to Ernest D. Wilson et ux as tenants by the entirety, dated July 21, 1955, recorded in the Barnstable Registry of Deeds, Book 915, Page 139; together with a portion of the premises conveyed by Avilda D. Whittle to Avilda M. Wilson by two deeds dated respectively December 6, 1961, recorded in the Barnstable Registry of Deeds, Book 1140, Page 415, and July 29, 1964, recorded herewith. This conveyance is subject to taxes for 1964 which, as apportioned, thegrantees. assume and agree to pay as a part of consideration hereof. Quitclaim covenants herein do not apply to so much of the premises conveyed herein as lie westerly of the Lake line marked "BY" in Parcel B on said plan dated August 28, 1953; Together with all right, title and interest of the grantor in and to that part of Wequaquet Lake below high water mark where the same abuts the granted premises. This is to confirm that I, as grantor in the deed to Avilda D. Whittle, recorded z May 27, 1964, in the Barnstable Registry of Deeds; Book 1252, Page 375, should have 3 been described therein as "unmarried". J W Z V. Being the premises shown as containing 3.73 acres more or less on a plan w -, of land in Centerville-Barnstable, Massachusetts, surveyed for Avilda M. Wilson, p dated July 23, 1964,. drawn by Nelson Bearse and Richard Law, Surveyors, recorded Z z herewith. D < O Z — w W jJIM F z z IL th rn 0 VJ � Q I • - }:_: 1260 4z, �,✓r = iaxslSaxr� � :4 0 9 crablxert�4esc�t6a>�a�issc lhhWas.........My....hand and seal this... ............... ...............clay of........J.u1Ys...........19.6.4, 'TIP flLIItnMLU ralf# of'fiIgasacfptaetto Barnstable, ss. Jury 29, 1964. Then personally appeared the above named Avilda M. Wilson and acknowledged the foregoing instrument to be her free act and deed, before me Notary Public—jw�.�oEjdx3Egpx My Commission �i� �jy 19 .. Barnstable, SE., Received 3uly -9, 1964, snd is recorced. ;ZU Hyannis Co-operative Bank of Bar^stable (Hyannis),Barnstable County, F Massachusetts,holder of a mortgage from William F. Shaw and Dorothy/Shaw � 0 to said Hyannis m Co-operative Bank c dated September 30, 1963 y C+ recorded with Barnstable County Registry of Deeds m Book 1220 Page 14 acknowledges satisfaction of the same 0 1n Witnrss utOU11f, the said O Hyannis Cooperative Bank 0 has caused its corporate seal to be hereunto affixed and these presents to be signed, acknowledged, and �1 delivered in its name and behalf by Lillian Olsen its Treasurer this 28th day of July A.D. 19 64 0? Signed and sealed in presence of HYANNIS CO-OPERATIVE BANK=....................................................... n ................................................... ........... ...::.. Treasurer �• Barnstable Assessing Search Results Page 1 of 3 °wY Home: Departments:Assessors Division: Property Assessment Search Results New Search 433 PHINNEYS LANE Owner: 2006 Assessed Values: WOODBURY, KIM TR Appraised Value Assessed Value Map/Parcel/Parcel Extension Building Value: $504,700 $504,700 230 /101/002 Extra Features: $36,200 $36,200 Outbuildings: $36,900 $36,900 Mailing Address Land Value: $757,900 $757,900 WOODBURY, KIM TR AUSTIN REALTY TRUST Totals $ 1,335,700 $ 1,335,700 204 ROUTE 28 W YARMOUTH, MA. 02673 2006 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $252.85 Fire District Rates Town Barnstable-Residential $1.90 $6.31 Barnstable-Commercial $2.51 Commi C.O.M.M. FD Tax(Residential) $ 1,415.84 C.O.M.M.-All Classes $1.06 $6.54 Cotuit FD-All Classes $1.33 Person Town Tax(Residential) $8,428.27 Hyannis-Residential $1.61 $6.49 Hyannis-Commercial $2.50 Other f W Barnstable-Residential $1.60 COmmL W Barnstable-Commercial $2.46 Total: $10,096.96 Construction Details Building Property Sketch Legend Building value $504,700 Interior Floors Carpet Style Conventional Interior Walls Plastered Model Residential Heat Fuel Gas Grade Custom Heat Type Hot Water Stories 2 Stories AC Type None Exterior Walls Wood Shingle Bedrooms 5 Bedrooms Roof Structure Gable/Hip Bathrooms 3 Full + 1 H http://www.town.bamstable.ma.us/assessing/assess06/displayparce106.asp?mapparback=add... 5/1/2006 lip 7 s r, � . 31E�_�i�l��.a•T©Q�',Sr��21 ,:.,:. 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Prajct.�rt :�.ctavrt , ;i£M;1 -NEIGLE FAMILY tE _ � : ' i•r x - 3'p ,R I, .•.. 1taF S Ca x.., ......,,.s. ,. Contra T '.-"'�, �•r.: -m{ �.: � �- ,. '1• `, N 1LY,HOIUiE'_ Descnpbgri. , Etfi+SINGLE F lti� W - 1 r = _ r :S. ' i' -. .a-�,.4 m: ®S.,^�,>•r,:g.& w""�..,� $t,...q 7°^• rs'Y 5 Y� �.;.. �a-. xrt" ', :-u�--: ..,�- d ,. ,w„k Descr�,�an 2 .�,. .1STEXT I�NS9CJ N T�'?.EXPI<RE�B�I�T. «,__• �� . _ _x.: �. �.:' : ��:: .a� �.� .�,4�_,e _ � �_ „ � -�q- �. ..- ra '.. � - •{ "z as »; � "'�k � - <° � �� x e.� ,� A: - • :„<x;,•'#,.a; s.- .>r"°'*+TM,. •p,'.a. +' a .'?5.-, h^. lUsE'� NS7r,�of5forflir7 : �13test�I�I�,�C � ,5.,: €'� -';. '"'� -•�' Ff4Pe1 -. i ._... � ae�.... ,. � - _ - •�"`4.s�- -'.k%�- +.` -•s -.aMa � '�:`� �` Aga-... r x s *' - Tataln a-_ �, t:U e�r�. #. �� .MEND ISSUED 03120/2 7 PROPERTY OWNER 25.{I4 .00 \�� . NEW ELK REVIEWING 14l@. 100.I ¢ N FOUND ONLY REVIEWING fly s ICI I7 IN ' { RES GAS REVIEWING Ii A ", RES PLUMBI REVIEWING I �` = 1ST EXTEN ISSUED 11:0712 5 PROPERTYO'4ft�NER 250 .00 f g �i A 2NDEXTEN ISSUED 04/02/2007 PROPERTYOWNER 50.w °° y R'ES NEW ISSUED 05/14P2 PROPERTYOIfuNER 1,435.00 .00 ' COO RESD'NT REUIE�h�I,NG _ 25 00 _ _ 1, '� ...-:;": -'' ;+ ' ` . `�•�. a r r TatI fees` '., 9-r 6�.04 _Tcta1 trgalu .. .:_ §. a ----- - e••4i 'ems`=~ - .• '- �{ .A r,¢:. , . .-�' - ,- n*gs spy£ i _ = x 4 E - -'N es' • Pr�rads' �- S b-adrs, T � reAr�iSL�Es:. r3ard §rf { 4�> t c ra€ f �j '�arf _ t _ , JG ey�7C>-Ts- i_. {eU3�fatl eta 3' 0 i.` atTd( QS' C!} e�t3tEt I , .. , isEtsr3a. C�3 lrec � sJ Id� f.a u 1 4 Y - %- :. 4• ;:.� - -'M» m Y: . II v,�, a- -« +r" .,, aa..-....•., -_'-"a: c + K 't;,',..� -�. �..,s�i."i `>���S` - `x.- - �• - � k �-€ ^`�' '"��.`' _ n -i _- [ :xs' y.,.- o- Y*: �' ;'� t2 _ =ate x• €W P _ t 'm"' _i`3 '°1,i €d t= .�•r_:::. _'.^-, -, ,,:, .: ',.�.�-'x. 7 `. . "'..,S .<,--.'c '. «"'+^ ^-fr 6 r�' `,3,<+_ Y„ •4 - .. -.� '...-:ap. • t 1HE) � TOWN OF BARNSTABLE Building Application Ref: 20060377 Permit sARNSTASLE, Issue Date: 03/20/07 y MASS. �ArFO 339. A�� Applicant: TARDIF,PAUL R Permit Number: B 20070510 Proposed Use: DEVELOPABLE LAND Expiration Date: 09/17/07 Location 35 LOOMIS LANE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 230101001 Permit Fee$ 25.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 350,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY HOME -4 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1ST EXTENSION TO EXPIRE 5/07/07 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: TARDIF,PAUL R BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 35 LOOMIS LANE INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY,OR SIDEWALK OR AN PART THE I ER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING:CODE,MUST BE APPROVED BY THE JURISDICTION: STREET OR ALLY GRAD ES..AS:WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS.MAYBE OBTAINED FROM,THE DEPARTMi ENT OF PUBLIC WORKS.." THE ISSUANCE OF THIS PERMIT'DOES NOTRELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISIONRESTRIC"'IONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION 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 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel App lication# / Health Division Conservation Division Permit# Tax Collector Date Issued _ Treasurer Application Fee Planning Dept. _ Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address G� f Village OwoerhltAf hIDW1. �lutis� '— Address !� b-.rWL 1 Telephone 3-- 3 052— Permit Req es Square feet: 1st floor:existing proposed 2nd floor:existing proposed Tota jnew.- Zoning District Flood Plain Groundwater Overlay `= Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation - rw Dwelling Type: Single Family ❑ Two Family ❑ , Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑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 ❑Oil ❑Electric ❑Other Central Air: ❑Yes 0 No -Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use iA osed Use A ( BUILDER INFORMATION . Name �%t-Ev 0 �L-L— Telephone Number — D— (0.5 Z--2 3 Z��5 - -03 Address _ 9® License# /J C 40—n I , 1� s t Home Improvement Contractor# AIA Worker's Compensation# /Vast„ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 3h o7 FOR OFFICIAL USE ONLY i i PERMIT NO. k DATE ISSUED ' t + MAP/PARCEL NO. 7 j ADDRESS VILLAGE OWNER 4 1 DATE OF INSPECTION: FOUNDATION r t FRAME «._ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT + ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION C) Map pp Parcel A lication# Health Division Conservation Division Permit# Tax Collector Date Issued J / Treasurer Application Fee / 0l1 — Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 2(LI Village CamA 'r Y E t�,_ Owner ��� cfez cep i� Address-__�q 131_? f , s� -70 Telephone �n 3� - `OC) —(-�,�. � �,2;' ` '� 7 2,- , Permit Request 1 4 ,U r V pm,/-,tA I U Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay -- Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation:' 4 Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ONo Basement Type: ❑Full ❑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 ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool:O existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use n , , �PTpposed Use TV-1 vi U v BUILDER INFORMATION Name - c " � .-_ . 6K j�h \ _ 4)3 ` - �-/lv r� Z)5 I r ,,,.� � 1 Telephone Number Address (__ �R �� License# i 11A 7 ( Z Home Improvement Contractor# IVA Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 4) SIGNATURE LIZAACK, /o 47/V DATE v � f FOR OFFICIAL USE ONLY ` PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER w DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , Town of Barnstable Regulatory Services BAMMB1'E nines: Thomas F.Geiler,Director 039. i. & Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office; 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, ELEA �U— I S` U— owner of property located at 3 5 d►tirTs LE - t� i e MA hereby certify that is no longer Construction Supervisor listed on the application for the project under onstruction as authorized by building permit issued on d 200 I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. PROPERTY 0 DAT q/forms/newcontr reference R-5 780 CMR rev:080102 T11E Town of Barnstable OF ib�,_ Regulatory Services sARrtsTABte. Thomas F.Geiler,Director HAsa �b i639• .�� Building Division AtE�MAC A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ' Please Print. DATE:_ I JOB LOCATION: 3 5 -e_ 0 number street village cc��"HOMEOWNER": 1 5t�2-. 3`3 6 O5 9 7-Z5 Z4'tZ. Rai home phone# ork phone# l�aC�QfLr�t�/L j,A-,S Q �n CURRENT MAILING ADDRESS: _ Moo Q p 8 p ke.( Nuy'-e t,c( VAL Zo K 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 minimum' spection procedures and requirements and that he/she will comply with said procedures and requ' Si ature 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 performing 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 person(s)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 2.15) This lack 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:forms:homeexempt '1V TT AA V1 iJ"JLAA7V-.K►✓aV . Regulatory 5erviees t* ••�s, Thomas F,Geller,Director srss, , sbg9• ,� Building]Division Tom.Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 WWW.town,b arnstable,ma.us Roe: 508-862-4038 Fax: 508-790-6230 Permit no. 2"0O V O;a AFFIDAVIT HOME mROYEMENT CONTRACTOR LAW -SUPPLEMENT TO PERIYM APPLICATION MC3L a 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,rem°val, demolition,or construction of an addition to any pre-existing owner-occupied - building containing at least one but not more than four dwelling traits.or to structures which'are adj scent to such residence or btuilding be done by registered contractors,with certain exceptions,along with other 1 1equirements. Type of Work: n % '^ Estimated Cost J a ... Address of ylork: :3 too�k s Owner's Name: /`a• ..�✓'- ✓► —�' 7 t� Date of Application: 1 f O'er C / I hereby certify that; RegistratiQu is not required for the following reason(s); []Work excluded by law []Job Under$1,000 []Buildingnot owner-occupied Owner pulling own permit Notice is bereby given that, OVNEp.S PULLING THEIR OWN PERMIT ORDEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MPROYEM.ENT WORK DO NOT HAVE ACCESS TO THE ARKIRATION PROGRAM OR GUARANTYFUND UNDER MGL c,142A• SIGNED UNDER PENALTIES OF PER= . I hereby apply for a permit as the agent of the owner; Date Contractor Signature. RegistrationNo• ' ' Date caner s Siz�aature Q:wpfaes.fflrm-,homezf idzY Rev: 060b06 C,,gar. ove et a Insurance Rgencyib IfVV1 1*0*% LINO, 06/1 N. 1 1-8M331-60ss UMM SURGOY Fax I M-3354M ro @"eon swur Faft Bo 11t11Mn www.4nawr�y.eom DATE: March 15 2007 AGENT CODE:2016675 TO: Marshall K.Lovelette Insurance Agency,Inc. Fax: 508-775-4577 ' P. O.Box 836 West Yarmouth MA 02673 ATTENTION:John NUMBER OF PAGES: 1 FROM:Michael Webber Underwriter RE: Bond#70261904 -.Redeemer property Trust,Allen Morell,Trustee $5,000.00-Site Improvement Performance for Driveway/Curbing Perruit Town of Barnstable Com an Code: 601 -Western Surety Com Thank you for providing us with the information requested: We are pleased to handle your request. You`'can expect to receive the bond in the mail soon, The annual premium for this bond is $100.00. If you have any questions,please contact our office. IMPORTANT NOTICE The information cmWwd in the notice is privileged and eonftdelwat. It is intended only for the use of the individual or entity nmed above. IF the reader of the message is nat the intended recipient,you are hereby notified that any dissemination,distribution or copying of the ccamadcadon is panhtbited. If you have received the comtavoication in error,please notify us ire mediately by telephone colleot and reAwn the original message to us at the above address via the U.S.Postal service. We will reimburse you for postage.Thank you. OCT 16,2005 06:56 508 775 4577 page 1 The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations d 600 Washington Street Boston,MA 02111 www.mass.gov%dia Workers Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Busine s/Organization/Individual): �-t. A z-✓7 � __L-p _i�,,,�gf1e o r 2 Address:-3900 a©l,Cc:z- DkNc �` � � 05 City/State/Zip: �� �r� l�l Phone.#. 3 3 Are you an employer?Check th '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 workingfor me in an capacity. employees and have workers' Y P ty. 9. ❑Building addition [No workers' comp.insurance comp,insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ p 3. I am a homeowner doing all work officers have exercised their 11.0Plumbing repairs or,additions myself. [No workers'comp. right of exemption per MGL 12,[]Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *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. lam 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.M //�� Expiration Date: Job Site Address: i:t�1 s ; L�,(tv)�ae 4City/State/Zip: l� 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 bIA for insurance coverage verification. I do hereby certi the pains•and penalties o.perjury that the information provided above is true and correct 3 is ' Signafore: Date: 6 , Phone#: `'j 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): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: • i a c r # :qa » a, i.I ° s _,.�717 � � :' �y a,` r an.>'r ,,yr h »,,,w,• a it s ^ -:.,... _-w.. .a. s:,?. n» a. , a 7 n , #•; ,3..'^' �..•,. cr"+Rs 7 ,- w .,; ...w,.x •,w.,d:4 " 2x x ,. :, ..^..' s.. .. s x_ <.....:1 =r3 "�k..�..a• -„ ,�',3. -ro -.?. _ �'. •e..,,«.. '�.. .-�...= r ;i =. ..., , U.". at -.„,. t•_ _.+ - st •.'' v AW a, ...*al+ ,at «. ->~.. .. > ,. m. ,d.. li .,.,«. :K-m K :. '. ,,,,a ,.a ya.;ri.+, M�:'i• ,, ..,�.,, .r-%:a: „ ,.� , »k s,. �»-�-.-,..-'A. �, -,.»..r„ x .t '=:"$3•,.. "''E_ ,x -.:� <e• E�. ,' a •sue.,+�. ft�t ,Tc�aIS. i-i�p, r� ;r,:,,� r�.�.o-;. , �� ..:."� ^,, �» " " z ��.. ..r-- eR-.__... .:.,. - "�".-"�.. � -�-�,.a:rr,+a -'•s,:�<;ra :... 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''."•'°'.'� �".•_.: �'."N.�L-:. ..: s +� \`f�`+.�. � �,: � 1 F �'�• _. .• •' ,,;: _.f� .,, ., ',a _ n ` 'w,a-,, ..s ':�`� o•�r,,':.r<. {� 1 E.�n�r ,�,' ,'� ��,�'. �� V �'C�\uj AMEND ISSUED �31� � PRO�ERTYO�fu`INER 25.4� �(F, << �1 r x� m NEW ELEC REVIEWING 1�. 100.00 ` x FOUND ONLY REVIEWING .00 .00 j� Tyd ' RESGr`{S REVIEWING RES P•LUMBI REVIEWING .00 .00 �? 1STEXTEN ISSUED 11/07/2W6 PROPERTYOWNER' 25.00 '00 RES NEW ISSUED 055/10�OOS PROPERTYOWNER 1;�35.� .00 'COO RESD',NT REIE11!NG 25.04 .00 j t a ^^^ f _,.......P,4 ,.. 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Nt,_ �. ,.:.; , -<:,. r�'"a'= .. _ -xi..;vw .. a yak= SE`?`r•*- r'.'3, x ..r «. 5.., �-..« �: M="'-:a" ,3'..0 '4.:: 4 _. .u.., - . ', ."la::,. .Z._= .p �. Fv>.�,-'T�" '"�`"" :- .. *:: �. -•' =t-as ��� �..» � w _m. �., :�3 � :��<.r a^r -a<:.ti �,- .fix. -,�,:'.� _ �� k r «a a.,.- ,...., , .. h = �,._... _s':,zar ^.e ,..:_x - ". .,^a- Ti, -''3 Au Y'�- h., € - - ..1.: -,.-, • r. <. r.,.: - . - A *.': pig - .... .:,_.I .. ,:. i.4.5�p ., .x. r^ IA 'i <n r� rc �,. +. .:,-, i 1 mri... „.,c3`,`#€.: 4'> ar .,,, .< ..z:. ,ar• �a. n' t, �� x: 'R«.._ ..... rx_ :`. .�.;r _^?+., .a =. -to ri" _ - w � l r i f �� 4 '"�O 9 � � � t �_____. i Redeemer Property Trust 3900 Boke/Drive Chantilly, VA 20151-3314 (703)378-4105 23 March 2007 Town of Barnstable Building Commissioner Town Office Building 200 Main Street Hyannis, MA 02.601 ATTN: Mr. Tom Perry Dear Mr. Perry: Thank you for your advice and assistance over the past month in explaining the building permit process for 35 Loomis Lane. Due to the need to find and select a more suitable contractor to build a foundation and our home at 35 Loomis Lane, I am requesting a six month extension to the existing building permit,.No. 2006037T With the extension, our plans are to start construction on our new home during the summer of 2007 and finish as soon as practical for the ..builder. Please do not hesitate to call me if you have any questions or need additional information. Over the next couple of days I can be reached at'home 703-378-4105 or on my cell phone 703-725-2772. 1 will try to speak with someone in'the Building Department on Mondayto make sure Fed Ex has delivered this letter. I want to thank you for the support from you professional staff—they are a pleasure to j deal with. I look forward'to working with your team as this construction project proceeds durin 07 Allen N. Morell Trustee of the Red/mer perty Trust Cell — 703-725-27 Home — 703-378-4105 PrIk . LAW OI'FICES OF PAUL R. TARDIF5 ESQ. 490 MAIN STREEIT YA11MOUT'H PORT,MA 02675 (508)362-7799 (508)362-7199 fax hc�r?ifnsaardifls.iw.cini ° REFER TO FILE NO. November 10, 2004 Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 Re: 35 Loomis Lane, Centerville, MA j Dear.Mr. Perry: Please be advised that this office represents the Loomis Lane Realty Trust, John Souza, Trustee, who.,is,the record title owner of the property located at 35 Loomis Lane, Centerville, A. Massachusetts k(the "Property$');ICMy,;client; has,askedume=,to inquire,with:your office as to whether,the rProperty would be capably=of being!improve�d lwlth a single!famtly;residence. The Propertydstshown,q.Barnstable Tax,Assessor?s:..NlapT230, l'arce1,101;and,is unimproved at this time. However, there are plans on record dating back to at least 1960 which evidence the existence'ofse; eral,structures on the property. The Property contains approximately 1.42 acres, and has approximately 50,feet of-frontage on Loomis Lane-and approximately,,60•feet•of frontage r on Phinney's Lane. The Property lies in several zoning(districts, including the RD-1, the Groundwater Protection Overlay.District,and•the Resource Protection Overlay District. This lot is shown as ,Lot 5 on a plan. of land.entitled "Plan of Land in (Centerville) Barnstable, Mass. Prepared-for George P. Tuttle, Scale 1"=40% January 8, 1986 recorded in the Barnstable County Registry of Deeds in Plan Book 451;Page 92. 'The RD-1 Zoning District currently requires that a building lot have at least 43,560 square feet of area, unless the.property is located in the Resource Protection Overlay District, in . which case the area must be a. minimum of 87,1.20 square feet. As you know, this 2-acre minimum in the RPOD was:add;ed to your Ordinance in October of2000. •Section 4-4.2(6),of Barnstable' !Ordinance,,entitleel `Nonconforming,Lots',',, states :in pertm nt 13..E - li 5.I.�.ry/ t i�T.,t. 4 . 0 ) ...ct { ,t. t.. 1 A..L 7�1 ;,,.ilt '1.ny,t merease<u�ltarea, frontage; width y a�d ,01�.¢epih,requrrement,off, Hier , 1 s.0 . Recoarce}�Protect verlayspDistrict„sha11 net,applulto a lotiforrsing'leJ or two:-;-;• i-,r « family residental:use which irnnedlately prior to (on the,eftectlye date of this, ordinance*).either : 4 - I A) conformed to the applicable bulk requirements of the Zoning Ordinance immediately prior to (on the effective date of this ordinance*): or B) immediately prior to (on the effective date of this ordinance*,) was protected from the applicable bulk.requirements of the Zoning Ordinance by the provision of Section 4=4.2 (1), (2), (3), (4), or(5) of the Zoning Ordinance. This protection afforded by this paragraph shall be permanent. (*Added by 11 yes vote of the Town. Council on. Oct. 26, 2000 which became effective 30 days after said vote)." It is clear from this language that the Property is a buildable lot. First, the lot contains approximately 61,855 square feet, which is more than sufficient lot area under the ordinance. Remember that the increase lot area requirement went into effect in November of 2000, and that section 4-4.2(6) recited above exempts the lot from the increased area requirement for the reason that the Property conformed to the applicable bulk requirements of the Zoning Ordinance immediately prior to that date. In addition, the Property conformed, and conforms, to the minimum lot frontage and lot width requirements. In all ways, this lot is buildable, subject to the approval of your office of building plans which demonstrate compliance with the applicable set back and height requirements. I hope that you have sufficient information with which to reply to this request. If you are in need of additional documents, please do not hesitate to contact me and they will be delivered a ` nk you in advance for your time and attention to this matter. Yours, if cc: John Souza, Trustee W EQUTAICET ZONING p15T. RD-1 _/ ' E - LOT 5� E •432,S6c S.F. � - - y T W DTS 5 FT (\�{(� t` ' � MIN.FRouT 3o FT \\l� ii'.yl 4uc5 1 zs PIy'88 « LOCUS 6 to FT W*D� ZM VPx ¢�'f LOCATION MAP SCALE I =ROOD OOO _���'L�,,, I�n�_� l ON FOR_ 2EGIST RY u5E " Ye Nsz•yc oeE+ C * BARNSTABLE PLANNING BOARD Q m -Ij !: Stiff' �C ' Al \4S 3oY.2o� T , dwell -• O O II 0 o 1 d, Q exi5t n9 $6. 32 E��: Z p fna. d p % N i o `d f 3 4 O 771eo0 s.f± i 1'79 Ac.t f N 6Cp-a— T. n m er'9e.y3. - '0 PLAti of LA IQC> IN �� ' 0 EN - - -�CTE2VILL E) BARNSTABLE I, MASS. PREPARED FOR: .yy�¢ O`�S•y/ - x GE02GE P. TUTTLE SCALE:1°-40' fee} .iAuun.ev fi�Igfi� Cl) I CERTIFY THAT THI SP gS�Y.MADE IN .. - .. A PL OIVIsoul OF LOT +� ACC_..WITH ®I FDEEDS S'.Iowu�ru 113+.N l300��Rl,Ft.GE i1 AUJ REGULATIONS EF Ike y9'16. A Cape eGrin lC>-1 SAo,vv Iv FtnN AooL 360,MGE GO. - F N n e.pin _ .. . r 1 CIv 1.ENGIU EERS J.w.p E9S4 �I� zs�jy��' V 1 IRND SURVEYORS D � R}e.6A�YARMOVTH�MF55. - . -k 4- IME TOWN OF BARNSTABLE Building Application Ref: 20060377* sAxlvsTAs> PermitIssue Date: 05/10/06 9 MASS. �prFO 3�a�� Applicant: TARDIF,PAUL R Permit Number: B 20060112 Proposed Use: Expiration Date: 11/07/06 [Location 35 LOOMIS LANE Zoning District RD-I Permit Type: NEW SINGLE FAMILY HOME Map Parcel 230101001 Permit Fee$ 1,435.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 License Num Est Construction Cost$ 350,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY HOME -4 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE ED,SUCH U+vner on Record: TARDIF,PAUL R BUILDING SHALL NOT BE OCCUPIED A FINA Address: 35 LOOMIS LANE INSPECTION HAS BEE AD . CENTERVILLE,MA 02632 i Application Entered by: NL Building Permit Issued By: THI;PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLY-OR SIDEWALK OR ATYPART.TI.1 T PO RILYDRTERMANENTLY C'ROA x ENCHEMENTS ON PUBLIC PROPERTY':NOT SPECIFICALLY PERMITTED UN DING MU 'A ROVED BY THE JURISDICTION. RADESASWElASEPTAND'LOIOOF WSTREETORALLYG PUBC BE. 'IN 'RO H EPARTMENT OF,PUBLIC'.WORKS - THE ISSUANCE OF;THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM IONS,O NY ICABLE SUBDIVISION RESTRICTIONS . ,c', MINIMUM OF FOUR CALL INSPECTIONS QUIRED FOR AL T +C ON WO 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE TH VEL BE RE ' ST FL ING IS INSTALLED. 3.WIRING&PLUMBING INSPPCTIONS TO E CO ED P R TO ME INSPECTION. 4.PRIOR TO COVE G STR URAL ME lBERS( DY TO '- TH): 5.INSULATION. 6.FINAL INSPECTION 0 PANC WHERE APPLICABLE,SE E P ' ITS A' REQUI D FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCE TIL INS, CTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME l LL AN OID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISS D AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). at I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 1 w TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map JV Parcel 0 F 1 Application pp # Health Division �. �� aoO6 - 1.2 pr Al AMer,4v4*1 Conservation Division f P /LAN 5 Permit# Tax Collector� � Date Issued e r O Treasurer Application Fee Planning Dept.d/ Permit Fee * _ 5,t% - -T.B.-ASI Paz EYJMG SEPTIC Date Definitive Plan Approved by Planning Board •UR• Ksr Historic-OKH Preservation/Hyannis LIMITED TO�S OF BEDR00�S Project Street Address 3J LOC) t S L14-1\,1F Cj)tnz '( oro-s-� �-f5 Village 0& o B Owner L, Address Telephone Permit Request /C�—r,0,1V 4S T"�f % 4 S/616 4 E EA /-II y //6 03 Lslmu _411 &Ie�� -/-,0 Z_)a Ap� gs: tiow O&AV Square feet: 1st floor:existing proposed 7"S 2nd floor:existing proposed Total new? � Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type FRA M Lot Size i/7Grandfathered: AYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Existing Structure I Historic House: ❑Yes ;No On Old King's Highway: ❑Yes ;No .4 Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) NIA 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: X Gas ❑Oil ❑ Electric ❑Other Central Air: AYes ❑No Fireplaces: Existing New_� Existing wood/coal stove: ❑Yes )kNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size r f Attached garage:❑existing Xnew size42?? *hed:❑existing ❑new size Other: 5 f p ,Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - €. Commercial ❑Yes ❑No If yes,site plan review# > 4 - Current Use Proposed Use : BUILDER INFORMATION '= Name Telephone Number Address �-E�S CJ--V,_T% XZ_ License# a f 6'i.�Cz 4 iU3,w � �-� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE./ r: --DATE.' Aci 66- FOR OFFICIAL USE ONLY ` PERMIT NO. DATE ISSUED + f - 1 MAP/PARCEL NO. ADDRESS -VILLAGE ' A OWNER DATE OF INSPECTION: } FOUNDATION t FRAME INSULATION = _ FIREPLACE ELECTRICAL•. .7 TROUGH FINAL. - PLUMBING: ROUGH `� FINAL _ GAS: ROUGH f FINAL C 0 FINAL BUILDING DATE CLOSED OUT + ASSOCIATION PLAN NO. Oct. 26, 2006 1 .26PM Cros'3roads RV Center, MA, No. L591 P. Loomis Realty Trust 225 County Rd 2006 OCT 26 P14 1: 50 Lakeville,MA 02347 October 26,2006 ...Town of Barnstable .�S ��©✓''``s �i Regulatory Service:Building Division 200 Maui St. Hyannis, MA 02601 pax(509)790-6230 Dear Building Conu-nissioner, Town of Barnstable, f Due to financial hardship we.cannot start construction for our house until spring of 200T We respectfully ask for a 6 month extension of our building permit(420060377). If you have any questions please do not hesitate,to call me. Sincerely, Loomis Realty Trust Mehdi l:losseini Trustee (508)221-8880 Cri. r ss ok 11�? °s FOUNDATION LOCATION DATE: JANUARY 11, 2008 p `S' FLOOD ZONE: F THE SUBJECT LOT IS SITUATED IN FLOOD I ZONE B & C SEE COMMUNITY PANEL 250001-0005-C WEQU AQU ET REVISED AUGUST 19, 19852 TOP FOUNDATION ELEV= 53.5 _z LAKE J 40 0 20 40 80 160 O vo CIV IN FEET ) CIO= 1 inch = 40 ft. 2 I � I h 4 O O 41 719 00 yNEW CONCRETE FOUNDATION ? S;'gs1,18.. 4 20.0' iv 51.4' Ni cn v N cn ��O Tt� N O LA o O O rri RS LOT 5 O• f N 76'39'20" E z 45.00' S CB DH (FND) OD b RR'' F LillO L 0 n rn oo N 70'53'32" E C 123.12' r m Z 40.19' S CB DH (FND) z Iv 0 00 66 48 2 j F N 74'481 11 E 00 .21 W cn ASSESSORS MAP 230 PARCEL 101/001 01 PLAN REF: PLAN BOOK 451 PAGE 92 CA 0o 0 A�gN°F FND PLAN DATE: JANUARY 8, 1986 �� �, (FND) DATE OF SURVEY: JANUARY 7, 2005 DAViD S: TBM TOP CB C� C v OFFSETS TO PROPERTY LINES FROM ELEV= 51.81 O g C•. `rp `p, NGVD NEW CONCRETE FOUNDATION THUCIN � 1�1 N 80'58'35" E 0 No.39403 LOT AREA: 61,950±SF 60.00' � di' CERTIFIED PLOT PLAN PHINNEYS LANE �5 LOOMIS LANE I HEREBY CERTIFY THAT THE SUBJECT BUILDING FOUNDATION IS I IN RELATION TO LOT LINESCENTERVILLE, MASSACHUSETTS AS SHOWN. THE LOCATION OF THE BUILDING WAS DETERMINED BY BY INSTRUMENT SURVEY. THIS PLAN IS NOT INTENDED TO BE A LAND OR PROPERTY SURVEY USED FOR RECORDING, PREPARING DEED DESCRIPTIONS OR CONSTRUCTION, NO CORNERS WERE SET. IT CANNOT BE SCALE: 1" = 40' DATE: 1-14-08 USED FOR ESTABLISHING FENCE, HEDGE OR BUILDING LINES. THE MATTERS SHOWN HEREON ARE BASED ON CURRENT DEED AND REFERENCED PLAN INFORMATION ONLY AND MAY BE SUBJECT TO FURTHER OUT SALES, TAKINGS, EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS OF RECORD, AND PRESCRIPTIVE OR OTHER RIGHTS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THE LOCATIONFOUNDATION DAVID C. THUCIN BARNSTABLE ZON NG ORDINANCES TO THE HORIZONTAL SETBACK REQUIREMENTS OF THE , PE, PLS 211 MILL ROAD EAST SANDWICH, MASSACHUSETTS 02537 (508) 888-2345 FAX (508) 888-7259 PREP. FOR: ASSURANCE DRAWN BY: PST I CHKD BY: DCT JOB Not 07-021 REV. (J(J SHEET 1 Q o Qo WEOUAQUET LOCUS p 0 LAKE - S 6 Res Edge of wafer 1/7/05 O 00, Q Line of f/ogs found a' ° o Ld o PNE 0 n_ w / Q- O Ens Q i O N Q PH�NN c) P4 tP 0 p / �O � Q) ' Z I // I/ cP., Wood fe/7Ce >1 WEQU ACLU E i ASSESSORS MAP 230 PARCEL 101/001 LAKE PLAN REF: PLAN BOOK 451 PAGE 92 / �p N PLAN DATE: JANUARY 8, 1986 DATE OF SURVEY: JANUARY 7, 2005 �p OFFSETS TO PROPERTY LINES FROM / /Exisfing L W/7 l r 119.0p PROPOSED HOUSE �. / o 7 S79•S1'18„E 1 LOT AREA: 61,950tSF 0O� / / lsaj � EI / / / / �.•'. f 6 51.8 • 1ST. FL. DECK E pQ/J� nj [52.51 5 8 Q�ko �, � t E / �. Ln ul - x 50.9 0 51.9 Edge of�,00uement (0 x 5o.8 16 PT E S ®\ �\ os' 45.p0 NO // �� \ x 5 51.7 \ 0.8 \ LINE OF STAKED HAY BALES. TO BE IN PLACE AT WORK 5 32 \ 0� LIMIT PRIOR TO ANY DISTURBANCE OF THE SITE x 49.7 \ \ DRIVEWAY APRON FOR \ EROSION CONTROL �� \ LEGEND 4019 EXISTING CONTOUR N 4'4a Za Z PROPOSED CONTOUR EXG. TREE/SHRUB LINE � N EROSION CONTROL 70.2 6'_ LO X EXISTING SPOT ELEVATION p �. 1. AN APRON OF 3/4" CRUSHED STONE 3" IN DEPTH OR O 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED h0�1 PROPOSED SPOT ELEVATION AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING TF - - - .PAVEMENT. THE APRON SHALL BE IN PLACE AT THE TIME TEST PIT LOCATION OF .THE FOUNDATION INSPECTION AND SHALL BE MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS —W— WATER SERVICE N CONSTRUCTED. ALL SOILS, VEGETATION AND CONSTRUCION DEBRIS FROM THIS PROJECT SHALL BE LO CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. W PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND O 6 LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER O o GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE O REQUIRED UNTIL STABILIZATION OF THE SITE IS m ACHIEVED. ' 40 0 20 40 80 160 IN FEET ) GF A - A 1 inch t 0 S�9c � SDAVID Ss90 N SO'5B'35' E c : DAVID . SG � y C. cn C. - z THULIN i '• THULIN u' .' 60.U0 `I• No.39403 i IL.76 EYS LANE EBEV To51.8B g pH�NN koSL s ALEN� N G VD cn PR OSED SITE PLAN DRAFTER: DCT PST REVISIONS: m 35 LOOM I S LANE CHKD BY: PST DAVID C. THULIN, PE, PLS -+ I DESIGN: DCT 211 MILL ROAD 0 CENTERVILLE,' MA SCALE AS NOTED o Iv . EAST SANDWICH, MASSACHUSETTS 02537 ASSURANCE CONSTRUCTION JULY 16, 2007 r.> (508) 888-2345 FAX (508) 888-7259 550 WILLOW STREET, WEST YARMOUTH, MA 02673 WP01 SHEETI . 7s" / \/ 1500 GALLON SEPTIC TANK �1� M (EFFECTIVE LENGTH) n 1.� N u7 I 75" I 16 STANDARD INFILTRATORS - � r- NO STONE W U .00 LE - 00 EggCPCSED DIST. BOX w a NJF HCOSE Z = o INSPECTION PORT STANDARD INFILTRATOR CHAMBER j - 50.0' - -1 Q MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER / - _ _ � � V) X e 23•5' �/ ' _ L < TOPSOIL TOPSOIL ��%� .• I6" MIN., NON-TRAFFIC AREAS I l p = / - 12" MIN., H-10 LOAD AREAS _ / N U Q NATIVE UNDISTURBED NATIVE ` - - O 0 M ..'. _ 0 . BACKFILL EARTH BACKALI 12. } - z N ' CLEAN SAND TO CROWN OF INFILTRATOR % / p J 1 5 � U) co f 36" + 102" MIN. 36" - 1 S" to O Q < INFILTRATOR TRENCH DETAIL LIMIT of UNSUITABLE SOIL N /5.01 p N w o NOT TO SCALE REMOVAL IF REQUIRED SEPTIC SYSTEM DESIGN DATA SAS RESERVE SEWAGE Flow ESTIMATE SEPTIC SYSTEM DIMENSION DETAIL SOURCE UNITS GPD/UNIT QTY GPD COMMENT SINGLE FAMILY RESIDENCE I BEDROOM 110 4 440 310 CMR 15.02 (13) t SEPTIC TANK TOTAL ESTIMATED PEAK DAY FLOW 440 GPD - NO GARBAGE GRINDER GENERAL NOTES 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS 6. REMOVE ALL UNSUITABLE SOIL, Ap AND 8 HORIZONS FROM., PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY WITHIN FIVE FEET LATERALLY AND UNDER THE PROPOSED SOIL TOTAL FLOW X DET. TIME = 440 GPD X 2.0 DAYS = 880 USE 1500 GALLON TANK EXCAVATION FOR THIS PROJECT WORK, THE CONTRACTOR SHALL ABSORPTION SYSTEM AND REPLACE WITH CLEAN SAND MEETING 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM MAKE THE REQUIRED NOTIFICATION TO DIG SAFE THE REQUIREMENTS OF 310CMR 15.255. TO THE PROVISIONS OF THE COMMONWEALTH OF MASSACHUSETTS (1-888-344-7233). AND THE CENTERVILLE, OSTERVILLE. SOIL ABSORPTION SYSTEM ENVIRONMENTAL CODE TITLE V. MARSTONS MILLS WATER DISTRICT 508-428-6691 FOR 7. WATER SUPPLY FOR THIS LOT IS PUBLIC WATER CONNECTED VERIFICATION OF LOCATIONS. - AT THE STREET LINE IN THE APPROXIMATE LOCATION SHOWN. STANDARD INFILTRATOR DESIGN 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM IS NOT N PERC RATE = 2 CLASS I INCH MIN TYPE SOIL = 0.74'GPD SF PIPING SHALL BE 4" . SCH40 PVC SET TO THE LINE AND INVERT 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN TO BE LOCATED WITHIN 150' OF AN EXISTING PUBLIC OR PRIVATE Z / ( / ) ELEVATIONS SHOWN. THE MINIMUM PITCH OF PIPES CARRYING IS SUBJECT TO THE INSPECTION OF THE TOWN OF BARNSTABLE WATER SUPPLY. 0 440 GPD a 0.74 GPD/SF = 594.59 SF REQUIRED SEWAGE OR SEPTIC TANK EFFLUENT SHALL BEA/8TH INCH PER HEALTH DEPARTMENT AND THE DESIGN ENGINEER. NO PART OF (n 594.59 SF e 6.53 SF/LF (CHAMBER REDUCTION RATING) = 91.05 LF REQUIRED FOOT IF NOT OTHERWISE NOTED. THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE 8. WHERE SERVICE PIPE IS LESS THAN 10 ' FROM AN EXISTING > 91.05 LF 6.25 LF CHAMBER LENGTH = 14.56 CHAMBERS OR 15 CHAMBERS TOTAL INACCESSIBLE UNTIL INSPECTED AND APPROVED BY THE HEALTH OR PROPOSED SAS IT SHALL BE SLEEVED IN 2" 160PSI HOPE OR w ( ) 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED AGENT. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AS 0_ NOTE: FOR NEW CONSTRUCTION, NO SYSTEM SHALL BE CONSTRUCTED WITH A SOIL ABSORPTION ON THIS PLAN, THE,CONTRACTOR SHALL OBTAIN A DISPOSAL REQUIRED. SCH40 PVC PIPE. SYSTEM AREA OF LESS THAN 400 SF OF ACTUAL CHAMBER BOTTOM AND SIDE WALL AREA. WORKS CONSTRUCTION PERMIT FORM THE TOWN OF BARNSTABLE 15 CHAMBERS x 25 SF/CHAMBER(4 SF/LF x 6.25(CHAMBER LENGTH)) = 375 SF OF SYSTEM AREA HEALTH DEPARTMENT. a + < 400 SF OK 400 SF _ 25 SF/CHAMBER = 16 CHAMBERS REQUIRED = 100 LF OR 2 ROWS OF 50 LF (8 p z o 1- 60 Ld CHAMBERS PER ROW) - USE TWO TRENCHES, 8 CHAMBERS/TRENCH N NLi SOIL TEST DATA w m z < N < Y o < J DATE: 11/30/04 - 10863 Of U to N � a_ 55 TOP FOUNDATION 53.5 EXCAVATOR: BOUSFIELD r- B.O.H. AGENT: D. STANTON N 0 ENGINEER: D. THULIN Ld q PROPOSED FINISH GRADE � 4s 22 LOCATION: TP-2 z z a" P C O _ 50 s=o.o o ELEV.49.6 DE 0 Ap - ORG. LOAM q U EXISTIN GRADE Z __ --- ---- ---- LOCATION: TP-1 J -� q 0 -------- ---- ----- 48.9 0.7 - 49.47 ELEV. DEPTH B - SANDY LOAM 1- 46.35 46.21 Ap - ORG: LOAM w '^ 49.83 47.4 0.0 V) J Z < a" PVC 46.6 0.8 46.6 3.0 s=0.199 46.5 B - SANDY LOAM C - MED. TO COARSE S > 00 F- 45.1 2.3 O 1n SAND W 45 w w (n O w 4" PVC Cl COARSE SANG F- � INLET LE TEE 10" B OW 1500 GALLON S=o.Doo 43.4 4.0 a Q w z F 4" PVC _ �c 0 0 < w LIQUID L VEL 2 TAN R INFILTRAT S SEPTIC TANK. s=u.u35 TRENC ES 8 S 0 D BOT EFF. DEPTH 45.67 PERC <5 MIN./IN _J w /OUTLET NO STOW - INFILTRATORS TO BE SETT M a AS BAFFLE C HORIZ04 SOILS 0 C2 - MED TO COARSE ,^ U) N 40 SAND 39.6 10.0 u J q 18.0' 13.6' 3.9' 50.0' NOT GROUNDWATER 37.4 10.0 BOTTOM NO GROUNDWATER O Lo 35 -10 0 10 20 30 40 50 60 70 80 90 100 110 SECTION THRU SEPTIC SYSTEM o7-021 • a. SHEET2OF2 uET I ZONING D1ST. r WEQUAQ MIN. LOT Sim E _ 43, 5te0 S.F. LAKE / MIN. LOT WIDTH = I'aS FT. 25 MIN. STACKS: EB FRONT = 30 FT 4 ►�: 'I SIDE = 10 FT: LOCUS 5 � JQ► <r Nti ptij Qa �o' L�O /ho I �U STHTE s• O/` O►/ I w !_OCAT 10 N MR P / -� I 0 FOR- 2EGi5TRY use SCALE : 1" - z000' 0 APPR.oVAI_ NOT REQUIRED BARNSTABLE PLANNING 50ARC7 Rj DATE �3 0 vI d •_� 0 0 9 cot,95c>i 5 6;t ex i S+. ' O 4b392oy p o p 401 d �D� N 70'Q3,3t" / �.�._ ' - N p / fn.l �1`,41 vel Z / J� S "r - ' d' / / •3 N N w / gyp• N U) m 3 Rh 0 /ti / � �7`'•48 1 •�3 0 So 233 (,;� - 3 Cs CE o Pw .F. 1�. Ty1'TL.� IV�:' a /� / 4� �9e4-1, o s �o / iy 0 z % %' 2 jai oo, Ar 9G•A � - C���. 10 Pl_ A N OF LA N D 1N J (CEWTERVILLE) Cva'';Q6, ` BA2KJSTAENL_ E MASS . w�dh` seo P2.EPA2ED F02 : GE- OW- GE: R TUTTL,_ E: yway. ,9 3o 50 SCALE * I// = 40� wiuA2.Y t �Co J A , f e.e+ 9 � o to to >to 40 o too 1 f-E2TIFY THAT THIS AS'AADra IN 7141S T>tO►.l IS 4W Lar 3 A�coR.DA GE W 1TH 41 F DEEDS Sucwr.l ir.► PL�w► C3co� 39-1 'i�.t�E. I t A�J+� RIGut_AT1 NS EF 1 1 19'16. M LC rr 1 SNc*,v to 1 N rA-A W r6C>O - SZ01 P`I G O• H. N o%&JI? Capes encgir•neerinq 9• o aAu " CIVIL ENGINEERS DATE .26348 l LAND SUP-VEYOR I�HEC E �OQ 2+e. 0-YARMOUTH MASTS. S ARNE JAI,.A, R.L.S. �