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0019 ANGUS WAY
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E Town of Barnstable Regulatory Services Thomas F.Geller,Direetor ' Building .on V����� 6 h Tom Perry,Building Commissioner I�OZ yT 'VMO1 200 Main Street, Hyannis,MA 02601 111yQw . www.town.barnstablemaas � ����/,U/�` Office: 508-862-4038 F= 508-790-6230 FEE. $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village Property owner's name Telephone muniber /0 x jz 2-S11047 . Size of Shed Map/p # Signature Date Hyannis Main Street Waterfront Historic District? Old Ring's Highway Historic District Commission jurisdiction? , If over 120 square feet,you mast file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF-THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. S FORM MUST BE ACCOMPANIED BY A PLOT PLAN s-ahedreg REV:0 — `` RfiV:45201 7 C- S s f i ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .�^� Parcel O V7 Application# 3� Health Division Date Issued Z- �-D Conservation Division Application Fee Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address vs " Village i/ 1/n Owner IAWlCi�L :DMA( �1 SJUT� Address /f A79,yC ///�r/�PV Telephone (`i L-72 V ajo Ll i C2 Z -Z , Permit Request 71,kif S l'z d �:�W,114 __� Wih� ►QO��I , /rz rears �ivrs�%uv�� �I�1�. Or!�C)` GrlrtrZ�XJzI�.Q Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation,ODo. Construction Type -60-oy'> Lot Size + yS� Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type:e: Single Family g y � Two Family ❑ Multi-Family(#units) t Age of Existing Structure Historic House: ❑Yes 4No On Old Kings Highway:'❑Yes ANo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other `' Basement Finished Area(sq.ft.) /,del Basement Unfinished Area(sq.ft) 7 Number of Baths: Full:existing _3 new Half:existing / new O Number of Bedrooms: existing_ new 0 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: G4 Gas ❑Oil ❑Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing % New Existing wood/coal stove: ❑Yes allo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes W No If yes, site plan review# Current Use ,'t1S'e4-y �e Proposed Use eSt~ u BUILDER INFORMATION Name /V/l-!l e-- Telephone Number Loi 7 Address /3f`7fi5`�fe/7�1J� l.rl License# 65 12 5— ��eT. ✓YIe — &Z S� Home Improvement Contractor# f O Worker's Compensation# y��6 3bS J ? ALL CONSTRUCTION DEBRI R TING FROM THIS PROJECT WILL BE TAKEN TO SIGNAT RE DATE �r 7 x FOR OFFICIAL USE ONLY s APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME b /f INSULATION VC, 22//o- R FIREPLACE F, . ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ; ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street t Boston MA 02111 www.mas&gov/dia, i Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Pluilnbers Auulicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: 05?) r d Zln 3 Phone#: V2,0 - 40V]z _ Are you an employer?Check the"appropriate box: Type of project(required): 1.[ I am a employer with • /7 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 t 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers'comp.insurance, 9. [] Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 LO Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.0 Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13 ❑ Other *Any applicant that checks box#i 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 their workers'comp,policy information I am an employer that is providing workers'compensation insurance for my employees. Below information. is the policy and job site Insurance Company Name: to M PLi-7 Policy#or Self-ins.Lic. #: Expiration Date: i �// Job Site Address: /�1 1)2 / d S <a1i9 U 1/1if City/State/Zip: ��� L P l�l� �1?1�22 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 . . sltlon of �P criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of + Investigations of the DIA for insurance coverage verification. I do her c rt untie h pain and pe aldes of perjury that the information provided above is true and correct: Si a e: Date: 2 07� Phone#: �F q io_7z& — O,f j�tcial use only. Do not write in this area,to be completed by city or town official. j 4 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#: r 02/01/2010 MON 14: 09 FAX 508 420 5406 Leonard Insurance Agency 0001/001 , I I A R� CERTIFICATE OF LIABILITY INSURANCE 02/01/20' I PRODUCER 508.428.6921 FAX S08.420.S406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P 0 Box 494 Av ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville, MA 026S5 INSURERS AFFORDING COVERAGE NAIC# INSURED Lagadinos Building & Design, Inc. INSURERA: National Grange Mutual Ins Co. 14788 13 Thankful Lane INSURER B: AIG XSB009 Cotuit, MA 0263S INSURERC: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN iMAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AODI TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY MSB87460 01/01/2010 01/01/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 500 060 CLAIMS MADE I OCCUR N ED EXP(Anyone person) S 10,000 A PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PEP.: PRODUCTS-COMPIOP AGG S 2,000,000 POLICY jE� LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NOWOWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ F RETENTION $ $ I WORKERS COMPENSATION AND WC004-30-3313 01/02/2010 01/02/2011 ,RyWCSTATU- I JOTH- EMPLOYERS'LIABILITY FR B ANY PROPRIETORIPARTNERIEXECUTIVE - - E.L.EACHACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? F.L.DISEASE-EA EMPLOYEE $ 500,060 Up describe under SPECLAL PROVISIONS below E.L.DISEASE-POLICY LIMIT S 500,000 OTHER DESCRIPTION OF OPERATEONS I LOCATIONS I VEHICLES f EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town Of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main Street OF ANY IOND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES.A Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Robin Car enter LEORC1 ACORD 25(2001108) ©ACORD CORPORATION 1986 { Massachusetts Dep ilment of Public Safety Boas d of Buildm Rc gu w latnti and Stand<u ds [7- . Construction Supervisor- Li-cense License: CS 12653 Vv Restricted to 00 NICHOLAS AT LAGADINOS P i 13 THANKFUL.LANE i {f - COTUIT;,MN 02635s,;, Expiration: 7/16/2011 Cirnunissiu�ier:` Tr#: 19456 i P. r'; • ✓�'f709YL1SL�Y11bLUP�L9L O�iI'[�L[COOd�7.fIQYiGYfl •F 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: Reg! don't, 104804 Board of Building Regulations and Standards g�. ` E One Ashburton Place Rm 1301 KE ?7°=:7J?1512010 Tr# 270833 j j we— ivsa'te Corporation Boston,Ma.02108 LAGADINOS BUI'pf► :a&•QEGN,INC Nicholas Lagadin 13 Thankful Lane Cotuit,MA 02635 ~` '"f Administrator Not valid witho signature ' t ' s t • F e . . t i i t 4• • i i 7/4s f F REScheck Software Version 4.3.0 Compliance Certificate Project Title: Schiestl Basement k Energy Code: 2009 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Building Orientation: Bldg.faces 180 deg.from North Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 19 Angus Way Nick Lagadinos Nick Lagadinos Cotuit,MA 02632 Lagadinos Building and Design.Inc Lagadinos Building and Design Inc 13 Thankful Lane 13 Thankful Lane Cotuit,MA 02635 Cotuit,MA 02635 508-428-4097 508-428-4097 lagoon@capecod.net lagoon@capecod.net Compliance:Passes Compliance: Maximum UA:1139 Your UA:1107 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Wall 1:Wood Frame,16"o.c. 1584 15.0 0.0 1.17 s Orientation:Front Window 1:Wood Frame:Double Pane 12 0.330 4 SHGC:0.38 Orientation:Front Door 1:Solid 54 0.330 18 Orientation:Front Ceiling 1:Flat Ceiling or Scissor Truss 1291 19.0 0.0 66 Floor 1:'Slab-On-Grade:Unheated 1291 11.0 902 Insulation depth:3.0' 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 buildloahas been de ; d to et the 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requir en I ted in the RESc k I spe ion Checklist. Name-Title Sig V Date Project Title: Schiestl Basement Report date:.02/01/10 j Data filename:C:\Program Files(x86)\Check\REScheck\Schiestl Basement.rck' - Page 1 of 1 2009 IECC Energy Efficiency. Certificate Insulation Rating R-Value Ceiling/Roof 19.00 Wall 15.00 Floor/Foundation 11.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.33 0.38 Door 0.33 NA CoolingHeating& Heating System: ti Cooling System: t Water Heater: Name: Date: Comments: , j i i I yo�TME Tower Town of Barnstable �P O Regulatory Services saxxszas�, _` 9 mass �, Thomas F.Geiler,Direetor Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 y Office: 508-862-4038 - Fax: 508-790-6230 i p Property Owner Must Complete and Sign This Section If Using A Builder . r y as Owner of the'Asubject property P hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for ~ f (Address of ob) a a, c -Ao Signature of Owner Date Print Name r Q:FORMS:OVMRPERMLSSION s . 'Wine Storage 108 sgflCD U CD Proposed C Finished g = 0 �� Pergo Floor C a)In ao O r7 r, a1'n CJN� O'7 Basement On - - - oaoomsw cot,rcs Deck . a Ce 535 sg fl .. - 7 F, N . .. m 4 (6 N o ao E Wine Room t6 O N No Heat - Ol � 166sgfl Pe Floor Cu . t2'-21ra• T-912• B-04/o• _ - J Unfinished Storage M Wag Under Beam 3i ..f _ 1sgfl j!T87sq - - FAMILY` { 661 sgfl - Carpet - e - a lsne• 2x6 Wall Under Beam <i'E 1Y16• e O -. Unfinished Storage - 96 sgfl .• Workout Room OFFICE - .'.116sgfl 120 sgfl U) Carpet •� Carpet to 10 r sevragc 1 13'd•- �r r u.iwr.e... GARAGE ' E96 aq fl - OWater Meter 0 O LIVING AREA m za'a 1rz• is s-to tuts• < 1539 sq it yp_91/1• ay tn� -o A Z ID 0 LO O O r: X com Nn e lJ Proposed BRN C eC NRheR _ o ' m~:jam In Finishedr Pe gFba v N V N—J Basement a o ,. x r m yco r - LO N. Room Fba " 4 U fi kM1 gnbreRe ayr 2,6 Wel Uibar ~ - . FNAILn UnR IsheE Bes enl --y Carpal 'fUIL �r,wr� 2#Wa0 Unbar Beam J n n r Unflnhh p^ww" w OFFICE ul�l y WelerMNer .. LIVING AREA n " �N 0 .. 'o Fi .d Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 . 9 MASS se39. , (508) 862-4038 ifiOccupancyCert cats of . Application Number: 200703442 CO Number 20080077 Parcel ID: 251047 CO Issue Date: 05109/08 Location: 19 ANGUS WAY Zoning Classification: RESIDENCE D-1 DISTRICT Village: CENTERVILLE .Gen Contractor: LAGADINOS, NICK Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: DT Building Department Signature Date Signed I� -Buildin I UWN OF ' ARNSTABLE a. Application Ref: 200703442 � ` Fermit ;. * 13ARNSTA.I3LE, Issue Date: . 07/23/07 MAS"S. a Applicant: LAGADINOS;NICK Z' r1 it\cumber:'B 20071.745 �Fya ttht�t -:- `Proposed Use: SINGLE FAMILY HOME Expiration Da:e: 01/20/08 Location 19 A GUS WAY Zoning District IUD-I Perrnit Type RpBUIL:D IiI�F ci i AF7'l;R.TI ARDOVJN Map Parcel 251047 Perrnit Fee$ 2,050.00 Contactor LAGADINOS,NIC;1: Village CENTERVILL,E App Fee$ , 100.00 License Nurn 012653` Est Construction Cost$' 0 i ?einarks APPROVED P AN,S MUST BE RETAINED ON OB AND i REBTJIi:D CAPE WITH ATTAt:,IIF,D TWO CAR GARAGE THIS CARb IVII1sT.Be la,PT PosTEI r FINAL INSPECTION HAS BEEN MADE. `FA71EI.E A` CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner, on Record: DOWNEY, PATRICIA A BUILDING SHALL NOT BE f)CCi1PlE➢UNTIL A FIIYAI Address: P O BOX.452 t INSPEC'TiClN HAS BEEN Ylri➢c FISHERS ISLAND, NY 05390 h r Aaolic:=tion lsntered by: JL Building Permit Issued By;, rf15 PI;IZtii1TC()V`J-El'S NO.1ZIG:F7.'I'lr OCCUPY ANY STREET,ALLY(=rR SIDEWALK CRAi PAPiTTFIF U{y`,4?f7I T'GI�9TOrt�:?JLYpiZYElc^IANTN"fLY: LNGRC?AC:HL*.4L:t1'TS O�+.`['UFr..IC PROPERTY;NOT SPEC'IFiCALLY PETZNFII rrD-.INDER::THE 13UIL'JINC I C)I)L US1 m A1'PhC1,';`:.?BY�f IE JURItiDIl C10N: S,T2FE F OTCAI:L.-=GRAI)TS';S WELL AS DEPT i_hND LOCATION OF:PU.BL.0 SE�'iFRS ivitl5'EE OCiTA�T±1EL�hPJ,1:Ti-IE F)Fi'A t,tiles\3 �,1':PU(4LIC��C1hh.S.: THE ISS',.A :CE OF TI IIS PEI.MT LC)ES NO'I`RELEAS! THE•APPLICAN,'f FROM 7'HE r O DJ lONS.Of ANY,AN-, ICAISLE SUBDIVISION RESTRI"111ON5. MiNIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: o L FOUNDATION OR FOOTINGS. , 2..ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL,BEFORE FIRST FLUE LINEN6 IS INSTALLED, . 3.WIRING&PLUMBING INSPECTIONS TO LIE COMPLETED PRIOR TO FR:A-ME ITI.SPECTiON. 4.PRIOR TO COVERING STRUCTURAL` EMBERS(READY TO LATH). 5.INSULATION. ` 6.FINAL INSPF.CTiON RE FORE OCCUPANCY. WHERE APPLICABLE,SEPARATE E PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS, WORK SHALL NOT PROCEED UNTIL TI-lE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORD IS NOT STARTED WITHIN SIX MONT.RfS,OF DATE THE PERMIT 1.S ISSUE ) AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set Tortlt ip NIGL c.142A).. BUILDING INSPECTION APPROVAi_S PLI?MBiING INSPEC TION APPROVALS ELECTRICAL I-N"SPECTION APPROVALS �fs51J� frt F' L,f { P,�/ z o it E�I r U f 17 2 6(Jam" OF %la 2Y — 2 I 1 ffcating 3n4pc°c io4i Approa als Engineering Dept F 1 )ept n 2 Bohrd of health tHE TOWN OF BARNSTABLE -- »undin ti g Application Ref:. 200706558 BARNSTABLE, Issue Date: I1/01/07 Permit MASS. 9� 1639e �� Applicant:. LAGADINOS,NICK ap�p MAC a Permit Number: B 20072721 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/30/08 Location. 19 ANGUS WAY Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 251047 Permit Fee$ 41.00 Contractor LAGADINOS,NICK Village CENTERVILLE App Fee$ 50.00 License Num 012653 Est Construction Cost$ 10,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADDD 153 SQ FT ATTIC LOFT OVER 1ST FLOOR BEDROOM WITH A THIS CARD MUST BE KEPT POSTED UNTIL FINAL LADDER ACCESS,NO WINDOWS NO DOOR OVERLOOKING LIVNG RMINSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DOWNEY,PATRICIA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 452 INSPECTION HAS BEEN MADE. FISHERS ISLAND,NY 06390 Application Entered by: JL Building Permit Issued By: - THIS PERMIT CONVEYS NO RIGHT TO OCCUPY-ANY.STREET;ALLYOR SIDEWALK OR AN ART THEREV,IVIVER fEMPORARILY OR:PERMANENTLY,. ENCROACHEMENTS,ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE,BUILDINGCODE,MUSTaBE APPROVED BY THEJURISDIC T ION. STREET ORALLY,GRADESAS WELL AS DEPTH AND LOCATION OF P.UBLIC.SEWERS.MAY.BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS..' THE ISSUANCE OF THIS PERMIT DOES NOT-RELEASE THE APPLICANT FROM THE CONDITIONS'OFrANY APP.LICABLE 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). r 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS p. �ZpJ 0 2 z 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health �00-7 _217 3 � � r F: ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel D Ap ication# Health Division Conservation Division a Pbrmit# Tax Collector Date Issued a Treasurer Application Fee 00 45 Planning Dept. Permit Fee 5 ' `7 Date Definitive Plan Approved by Planning Board `?'2."�1� Historic-OKH Preservation/Hyannis Project Street Address ��_}��(&/s Village (��li I T 3?LU,hr, Owner ki ScIl ) r 1D1411I Address 1�:)rzrJtW d— r<s �vral, 41� Telephone ( ()(3 -94 Permit Request l/�'1Yl o X -��� �c1 C ��'l�Cl�-}- adz ZE Square feet: 1 st floor:existing — proposed 7 3 2nd floor:existing proposed Total.newz- Zoning District Flood Plain Groundwater Overlay Cn Project Valuation ZW•0 Construction Type IAVh lam " YP Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting do umentatj2p. r rn Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) _Age of Existing Structure Historic House: ❑Yes W(No On Old King's Highway: ❑Yes C�No Basement Type: N(Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 3' Half:existing new !' Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New_� Existing wood/coal stove: ❑Yes WNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ((new size 5-Z$ ' Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑. Appeal# Recorded❑ Commercial-0 Yes—�(,No--If-yes,site plan review#= - Current Use key Proposed Use ����,n� . Y BUILDER INFORMATION Name Telephone Number Sd�i yZ�-`�lly 7 Address 13 Z al License# Home Improvement Contractor# " Worker's Compensation# Z1 ALL CONSTRUCTION DEBRIS R LTING FROM THIS PROJECT WILL BE TAKEN TO raSt'���. SIGNATUR DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 3107 � DiW FRAME t12s7 INSULATION �0`R�it ?A 1� s c T FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' r . GAS: ROUGH FINAL FINAL BUILDING. DATE CLOSED OUT ASSOCIATION PLAN NO. s oFtaE,g,,r Town. of Barnstable Regulatory Services BARNSTABLr. ' Thomas F. Geiler,Director MASS. . c +" 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: S c L+esl 10o w'A tT Map/Parcel: Project Address 19 u� tjoL . . Builder: �l (" _—�J The following items were noted on reviewing: r- fed rorv. r C[we- iA C� Ar s Ra b o K CoV.cve F� Reviewed by: 1 e -q,essa�•e `7Jl tl�o� . Date: Q:Forms:Plnrvw Ilk Daniel E. Braman, P.E. �a� t E ST t,. l-�C>M A � ` � 189 Harbor Point Rd ' CI 1/ I-4 (=,t1 S Y V. p► � Cummaquid, MA 02637-0361 C� VAIS. Q.v tL,L��e) Go Tv t,�, t�l I� �►��3 5 - - (50r:�) 42.s -A 'I L-0 �&J-CIL c,c., L.Ft TS 244 Z (Z I t--,fo cA? AT, of �+emu ���p 10�,bc��� y,p -il-I �.i s eZ & mcer• 3 RU B h RAMSBEAM V2 . 0 - Gravity Beam Design ` Ll`censed to: Dan Braman, P.E ` Job: �9 Angus Way, Centerville Steel Code: AISC 9th Ed. ,SPA.N ' INFORMATION: - `. Beam Size (User Selected) = W12X30 Fy- 36.0 ,ksi Total Beam Length ,(ft) = 21. 75 Top Flange Braced By Decking E F LOADS: Self Weight = 0 . 030 k/ft r Line Loads (k/ft) Distl Dist2 DLl DL2 Q Pre DL1 Pr'e,'DL2 LL1 LL2 0. 00 ,21. 75 •0. 180 0. 180 '0. 000_ , 0. 000 0 480 0. 480 SHEAR: Max V (kips) '= '7 . 50 fv (ksi) .. 2 .34 . Fv '=`,`14 . 40 MOMENTS: f , Span Cond • Moment @ Lb", Cb Tension Flange Comp Flange kip-ft ft ft' fb Fb fb Fb Center Max + 40. 8 �10'. 9 0 . 0 1 . 00 12 . 68 24'. 00 12 . 68 24 . 00 Controlling 40: 8 10.. 9 '" x'0.' 0 1. 00 .- 12 . 68 24 . 00 --_ � --- REACTIONS (kips) : Left Right DL reaction 2 .28 2 . 28 R Max + LL reaction -5.22 5. 22 Max + total reaction 7 . 50 7 . 50 DEFLECTIONS: ' Dead load (in) at 10. 88 ft . = -0 . 153 L/D = 1704j` Live -load (in) at 10. 88 ft = `-0 . 350 L/D = 745` Total load (in) at 10. 88 ft = -0. 503 L/D, = 519 { {� r r r o � ,F ♦ , . F ' e 4 r 4`y .T F4 DOW L Braman,PE d 189 Harbor Point Road G" i _ Cummaquid,MA 02637-0361 Phone(508)362-0016 ' F July,19, 2007 Project: 18507 Schiestl 19 Angus Way, r Centerville, MA For: Ligadinos Building & Design a ' EVALUATION OF STRUCTURAL INTEGRITY OF VAULTED CEILINGS WITH COLLAR TIES r 4 On this date I evaluated drawings dated 5/10/07 for the above residence in regard ; to the vaulted ceilings with collar ties, in the Master Bedroom, Great Room and Kitchen. r Roof slope is 12 mi 12.This is greater than 3 in 12,therefore a minimum of lx6 collar ties are required, 48" o.c. (rafters are 16" o.c.) Ties are to be located in the upper third'of the height of the roof measured from the sill plate to the ridge- --This is in accordance with the MASS State Buildin 'Code 3608.2.3.2. I find that the roof structure (2x10 rafters @ 16" o.c., 2x8 @ 16" o.c.-ceiling joists/collar ties, and 2x11 7/8 LVL ridge board) is sufficiently strong to support all - expected imposed loads. of .o ®� NIEL I Aft A D0000000000CDE30EXUD0 G n G . n n p n p May 30th, 2007 G n Western SuretyCompany n G n LICENSE AND PERMIT BOND ; G 9 n n fi n KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 14995629 G 9 fi n That we, Lagadinos Building & Design Inc. y G n G n of the Town Of Cotuit , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of _ Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee,in the penal sum of Five Thousand and 00/100 DOLLARS( $5,000.00 ) lawful money of the United States,to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening- 19 Angus Way, Centerville, MA 02632 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until May 30th 2008 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thi® ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shaJL.th.retpbn,bVWieved from any liability for any acts or omissions of the Principal subsequent to said dAZ a `¢%e number of years this bond shall continue in force, the number of claims made a T t t its bo ;the number of premiums which shall be payable or paid, the Surety's total limit of lrab 4ty shall not be ulative from year to year or period to period,and in no event shall the Surety's total h ty�£o ,Fclairh exceed the amount set forth above. Any revision of the bond amount shall not be g G cu� �ye�� tA 6 Dated this 30th day of May 2007 G 9 fi n fi n gadi os Buildkn & Design Inc. G 9 6 rincipal n G fi G Principal G n Coun rsigned(where required) W E S T E S U R E T C O M P A N Y G C'`�\ n G � n By � By Resident At t Paul T.Bruflat,S for Vice President c Form 532-2-2006 G n G n 0 n The Fawn of 20:19, � ` Department of Health Safety and Environmental Services Building Division 367 Maim Street,Hyannis MA 02601 Office: 508 790-6227 Ralph CmM Fax: 508-775 3344 Building C'lDmm sdwer For office use only Permit no. Date AFFMAVIT HOME IIUROVEMENT CONTRACTOR LAW SUPPLEMENT TO MRMIT APPLICATION a MGL vem nt,requires that the"reoonstrndion,altaM'0t s,lrnovMtiM repair,won,ctionv�on, improvement, removal. demolition, or constructiort of an addition to ony prc alsft owner oocurW building containing at ieasr'one"but not more than four dwelling units or to sftuch=wltiCU M to such residence or building be done by Tegistemd conuadols,with aatain CCM60us,Along with other roquiretnenm Type of work: ESL COO Address of work: / 01 Mer Name: (G O Date of Permit Applkc don r I hereby certify that: Registration is,not required for the follo%ing remn(s): Work excluded by law Job under t 1,00o Building not owner-00evied + Owner pulling pwp pp� , Notice is herby given 14i: OWNERS PUUING THEIR OWN PERMIT OR DEALING wrM UNREGISTERED CONTRAtr I q(2$ FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARI) ATION PROGRAm OR GUARANTY FUND UNDER MGL C. 142A SIGHED UNDER PE LTIES OF pE7R.Y I bereby Apply for a as the agent o } Date ® P Contract name Registratio"�4 OR i I Date Owner's tame t I ✓X &I"weoweveaa 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: Registrations='104804 Board of Building Regulations and Standards Expiration 7/1.512008 One Ashburton Place Rm 1301 e::_Pruate U Corporation Boston,Ma.02108 LAGADINOS BILDING&.`DE:SI.GN;INC Nicholas Lagadinos, .._ — 13 Thankful Lane Cotuit, MA 02635 -`- - - _____ Deputy Administrator Not vali4iouigns ure s i i 1 { 4 I i. 1 JUN-29-2007 FRI 11:44 AM KEYSPAN ENERGY FAX NO, 508 394.5019 P. 01 Fri"r.,'rr(11""'u y 127 whil1.J �,Li11R South ''rirmpuih, PEA 02664 , .lone 29, 2007 F Lagadinus Building& Design 17AX: 5O8-428--7709 AI TN- Lisa f f - x RE,: 19 An'Ps Way, Centerville 'l'leis is to confinii there is no natural gas service to t11e above address, s 11tis was confirmed by a representative of Keyspan Energy. I1'yoti havo. asiy quesbons, please call meat 508-760-7481. Ca Slue Me:Mu in ' Mold (coordinator k r K'gspait reliveny Company R ' k p r 1 i J J j�'d'';'i''2007;'THT 24 PIM C-0-NIVI !OATEP DEPT. FAYs Nc, ?• 007 I ' Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1L48 MAIN STREET OSTERVILLE,IVUSSACMJSETTS 02655 4�F. r OMCE OF u WATER BOAn 0'"NATER CpWVUSSIONE$.S $i �tlri'T. 'WATER SUPERINTENDENT 44�� T6L.N'o.508-429-65.4 i. FAX No.108-44-3508 c G June 121.200? Town of Bain table Building Dept. 367 Main Street Hyaiwis,MA 02601. F Re:Account#2437 Patricia A.Downey 19 Angus Way Centerville,MA Gentlemen: On Thursday, June 21, 2007 we disconnected the water service at the water main for that property mentioned.above.It is our understandicag that the ow-Ber plans � to demolish the building, re-build and will have a new water sen ice installed at a later date. If you have any questions,please call our office at 508-428-6691. very artily yours, Herbert Me Soney Assistant Superintendent t CC/jw 7814418721 NSTAR SUM SW3024 04:08:11 p.m. 06-25-2007 212 iO NSTAR One NSTAR Way EL EC rR/C Westwood,Massachusetts 02090 OAS f June 25, 2007 Z Patricia Downey Schiestl P.O. Box 452 Fishers Island, NY 06390 , RE: 19 Angus Way, Centerville Dear Ms. Schiestl• ` At NSTAR, we're committed to delivering great service.- This letter serves as confirmation that, as of June 25, 2007, the electric service to 19 Angus Way, Centerville, MA, has been removed. Based"on this information, there is no electric power at this address and you may ` proceed with the demolition. •If you have any questions, please contact me at (781)441-3341. ► Sin cere • F LC Tavares ew Customer Connects a , } i 2 h /ae TDom�axoruiea of-A-vad-4elta 7 BOARD OF BUILDING REGULATIONS 90 License: CONSTRUCTION SUPERVISOR Number: CS 012653 IBirthdate: 07/16/1954 Expires: 07/16/2007 Tr.no: 316.0 Restricted: 00 NICHOLAS A LAGADINOS 13 THANKFUL LANE COTUIT, MA 02635 Commissi-over== i t t I f _I.. y. t _ - f uA _ REScheck Software Version 4.0.1 Compliance Certificate .Project Title: Schiestl Home Report Date:05/10/07 Data filename:C:\Program Files\Check\REScheck\Schiestl.rck . Energy Code: 1995 MEC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 19 Angus Way Stefan and Patricia Schiestl Nick Lagadinos Centerville,MA 02648 19 Angus Way Lagadinos Building and Design INc. k Centerville,MA,MA 02653 13 Thankful Lane Cotuit,MA 02635 508-428-4097Gross Cavity Cont. :Glazing U A t f Assembly Area or R-Value R-Value or r.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic): 1659 30.0 0.0 56 Ceiling 2:Flat Ceiling or Scissor Truss: 819 30.0 0.0 29 Ceiling 3:Flat Ceiling or Scissor Truss: 720 30.0 0.0 25 Wall 1:Wood Frame, 16"o.c.: 2659 13.0 0.0 162 r Window 1:Wood Frame:Double Pane with Low-E: 535 0.330 177 Door 1:Glass 143 0.330 47 Wall 2:Wood Frame,16"o.c.: 933 13.0 0.0 77. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 2730 19.0 0.0 128 i Floor 2:All-Wood Joist/Truss:Over Unconditioned Space: 528 19.0 0.0 25 Furnace 1:Forced Hot Air:92 AFUE Furnace 2:Forced Hot Air:92 AFUE Air Conditioner 1:Electric Central Air:13 SEER Air Conditioner 2:Electric Central Air:13 SEER { Compliance Statemeni: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed ilding has been igned to meet the 1995 MEC requirements in REScheck Version 4.0.1 and to comply with the mandatorrments lis in ESchec Inspection Checklist. 1....A6-4Dhv0 5 Name-Title Signature f Date t I R f I i i { Schiestl Home Page 1 of 1 I 1 ' C L i �4� N 13 Thankful Lane Cotuit,MA 02635 508-428-4097 Fax 508-428-7709 T July 20, 2006 Barnstable Building Dept. Re: Schiestl 19 Angus Way Centerville, MA 02653 First floor 2730 s.f. 8'4" ft. walls R-13 Insulation Second Floor 720 s.L 8'4"Walls R-13 Insulation Windows Room Number Window R.O.Width Inches R.O.Height Inches Total S.F.per Window Total S.F. Windows U Value Units x S.F. Library 2 TW2446 30 1/8 57 1/4 11.98 23.95 0.33 Stair 1 TW2442 301/8 531/4 11.14 11.14 0.33 Kitchen 1 C235 481/4 41 114 13.82 13.82 0.33 Porch 9 TW2446 30 1/8 57 1/4 11.98 107.79 0.33 Kitchen 2 TW2446 30 1/8 57 1/4 11.98 .23.95 0.33 Great Room 2 TW2452 30 1/8 64 7/8 13.57 27.14 0.33. 2 TR2415 30 1/8 19 7/8 4.16 8.32 0.33 2 DHP3452 42 1/8 64 7/8 18.98 37.96 0.33 2 TR3415 42 1/8 19 7/8 5.81 11.63 0.33 2 TR21015 36 1/8 19 7/8 4.99 9.97 0.33 0.00 0.00 0.33 Master Bedroom 5 TW2446 42 1/8 57 1/4 16.75 83.74 0.33 Master Bath 1 TW20210 26 1/8 36 7/8 6.69 6.69 0.33 1 C24 481/4 481/4 16.17 16.17 0.33 0.00 0.00 0.33 Bedroom 2 2 TW2446 30 1/8 57 1/4 11.98 23.95 0.33 Bath 2 1 TW20210 26 1/8 36 7/8 6.69 6.69 0.33 0.00 0.00 0.33 Front Entry 4 TW28410 34 1/8 60 7/8 14.43 57.70 0.33 0.00 0.00 0.33 Porch 1 TW20310 26 1/8 48 7/8 8.87 8.87 0.33 0.00 0.00 0.33 Over Garage 5 TW2442 30 1/8 53 1/4 11.14 55.70 0.33 Units Total S.F.Windows Window Totals 45 535.19 S.F. I i f Doors Kitchen 1 FWH31611 37 83 21.33 21.33 0.33 Great Room 1 FWH60611 72 83 41.50 . 41.50 0.33 Master Bedroom 1 FWH60611 72 83 41.50 41.50 0.33 Front Entry 1 3068 w sidelights 67 83 38.62 38.62 0.33 Units ITotal S.F.Doors Door Totals 4 142.94 sf t Thanks, Nick Lagadinos i I F { i I h 4 t t{{ �sH . "�' } t. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesdgations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibly Name (Business/Organization/Individual): f!6 ( T C Address: 1} )V IC7iJ' L 19'hl is City/State/Zip: CM I i,- W d Io fit' Phone#: S7,P_)r-4ZE 4y2 I Are you an employer?Check the appropriate box: Type of project(required): L[V I am a employer with 4. ❑ I am a general contractor and I 6 Q New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I'am a sole proprietor or partner- listed on the attached sheet.t 7• ❑ Remodeling. ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. workers'camp. insurance. 9. Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their. 10.[] Electrical repairs or additions 3..0 .I am a homeowner doing all work right of.exemption per MGL 1 I.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.[]Roof repairs insurance required.] t 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 polrc�!information. t Homeowners who submit this.affidivit indicating they are doing all work and-then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attaehed an additipnal sheetshowirrg the name of the sub=eodi actors and their workers'comp:policy information. I am an employer that is providing workers compensation insurance for my employees Below.is the policy and job site informadont: v.....: r ..•:- rr Insurance Company Name: IlrVtt4?4 CGLVI yl�rt-taa-F�r � �G Policy#or Self-ins. Lic.#: Expiration Date: f Job Site Address: wvh4 City/State/Zip: ,Wf V t l*r Vq 6 I Attach a copy of the workers' compensation olicy 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 S 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 the DIA for insumnce coverage verification. I do l y c rtify undo t e ins and penalties of perjury that the information provided a ove is true and correct Siifnatu.re: Date: 2,t8 6 Phone#: ZPJ E 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#: i 04/25/0.7 SPED 11:06 FAX 1 508 420 5406 LEONARD INSURANCE.AGENCY IM002/002 �M CERTIFICATE OF LIABILITY INSURANCE DAYS(MM100JYYYY) 04/25/2007 PROpvCER"(508)428-6921 FAX (508)420-5406 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Leonard Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P 0 box 444 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. i Ostervil l e, MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Laga 'Inos Building & Design, Inc. IN5URERA. National Grange Mutual Ins Co. 14789 13 Thankful Lane INSURER a: AIG XSBO09 Catuit, MA 02635 INSURERG; INSURER D: INSURER E COVERAGES 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL,THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D' TYPE OF INSURANCE POLICY NUMBER POLICY EF ECTIVE POLICY EXPIRATION GENERAL LABILITY IMMIDDlyr LIMITS MS087460 01/01/2007 01/01/2008 EACH OCCURRENCE S 1.000.00 X COMMERCIALGENGRALLAOILITY DAMAGE TORENTEO $ 500,00 CLAIMS MADE PD OCCUR MED D(P(Anyone person) $ 10.000 A PERSONAL&ADV INJURY S 1.000 000 GENERAL AGGREGATE S 2 000.000 OEN'L AGGREGATE LIMB APPLIEy PER; PRODUCTS-COMP/DP AGG S POLICY ECT LOC 2,000,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED MNOLE LIMIT (E.i accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY S (Per Demon) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS - (Par accldenU PROPE17TYDAMACE $ (Per aeeident) I.GLAP LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTD OTHERTHAN EA ACC S AUTO ONLY: AGG S EXCF ISRIMBRELLA LIABILITY EACH OCCURRENCE S _ OCCUR CLAIMS MADE A00REGATE $ S DEDUCIBLE S RETENTION S $ WORKIMS COMPENSATION AND WC8934483 01/02/2007 01/02/2008 bvC ATu- OTH_ EMPLOYERS'LIABILITY B ANY IPR��RIPARLIE�ECUi E E.L.EACH ACCIDENT S 500,000 OFFIF yyeess dasaibe under E.L.DISEASE-FA EMPLo S 500,000 FiPECIAL PROVISIONS below EL DISEASE.POLICY LIMIT 15 500,000 OTHER DC LPT 09 OF OPERATIONS I LOCATIONS(VEHICLES I EXCLUMONS ADDED BY ENDORSEMENT T SPECIAL PROVISIONS I flex on Cape Cod, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 200 Main St. OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Hyannis, MA 02601 AUTHORIZEDREPRESENTAME Stace Sear AGORD 25(2G01/08) FAX: (50$)428-7709 0AC0 CORPORATION 1089 2 ' l �ryV�� C . BO�a738�PAGE 235MASBACItUaerrO QUITCLAIM DEED 611011T ran" (1N01V10UAL) 661 !451 ANE PATRICE FLYNN, individually 61445 of 414 Old Stage Road, Centerville, Barnstable County,Massachusetts, y, being unmarried,for consideration paid,and in full consideration of ONE HUNDRED TEN THOUSAND AND NO/100 ($110,000.00) DOLLARS r granSto PATRICIA A. DOWNEY a Of 1 Estrade Road, Hobe Sound, FL 33475 i �. with t]ItflCftttla tDapttttd/ � tL6.aafWaaa 6 i. Pkileriptian and eacumbranm,if any] f The land, together with the buildings thereon, located in Centerville, Town of Barnstable, Massachusetts, shown as LOT 44, on a plan entitled ) "Revision of a Portion of Lots, Wequaquet Heights, Centerville,. Mass., ' Belonging to Benjamin F. Teel, Scale 1" - 1001, October 20, 1958, �. Nelson Bearse & Richard Law, Surveyors, Centerville, Mass.", recorded with Barnstable Deeds November 28, 1958, Book 144, Page 153, bounded and described as follows: EASTERLY by Lot No. 45,' as shown on said plan, one hundred fifty (150) feet; NORTHERLY by Lots Nos. 20 a 21, as shown on said plan, one hundred thirty-three and 50/10ff (133.50) feet; 7g 'A WESTERLY by Lot No. 43, as shown on said plan, one hundred fifty (150) feet; and c SOUTHERLY by a 20 foot Way, as shown on said plan, one hundred F thirty three and 50/100 (133.50) feet. ± r t _ Containing 20,025 square feet of land. All measurements and dimensions, as shown on said plan, being more or less. There is conveyed herewith, a right of way over the roadway shown on ; said plan to the county road running from Centerville to Barnstable, subject to the right reserved by Mary A. Tobin to relocate said r roadway except such portion thereof as adjoins the granted premises. For my title see deed recorded in Book 4250, Page 029. i. *Unsafe mx.........hand and seal this......13th dayof.. .December 19.90. ne Patrice Flynn ::........................................................._............. _ s ............................................... fig Qintnma ntaram of safter()twas � Barnstable ss. t w December 13 1990flw w 'hen petsooally appeased the above named Jane Patrice Flynn p o Q w U a: and aC60wledged the foregoing instrument to be her free act and deed before the W O> w m}o! O ir7 .................................................... (n u~) J S R. W i 1 S 0 n Notary 1rltbGcaasiat%Fxtitndk>,ceiL! `x (ts\� //JQ��%40- 'XT^ Mycomminionerpires �! i•`•• 3/19 1993 a[la�t.t 41�JJ 2i :1 me = ... C.:, - w c t =` = i�Tapy , joint Tenants—Telunts in Common.) o c 6 AS Ab1CND1•v BY CHAPI-rit 4 CF9 b9`3 Lt C ;•..'46, ' Evely da.1 presented fnr!tmnl slnll contain or have endme'l urm it the full name.tesidence and post ofeet atht;css oElllle�ggrrrtaa�nn'relr DECUCC 13 90 and a recital of the amount of the full tonsideuli�n them-(in dnllars or the nature of the odlet•cousidetation Ihetcfor,if.1 deliaml t for a specifir monetary strm.The full consideraiiml s::::r.ar.:t:; :-:a: .ri.e i.r.,K converana'avdthout:dNluclion f.rt any lien or tnnrmbranret acsome.I hFF the grantee or tmnaining thcrmn All su.h rrnln rnimr,and mitals slut:be molded m part of the deed. railore to rompll with thin section slsall not affect die validity of any deal. No trgister of decals shaill accept a deed for retarding unless It is in compliance with the njuiremrnts of this section. j From:Nick Lagadinoa To:SALLY SHEA pate:7iW2007 Timm:1:58:24 PM Page 2 of 2 cJ�6���ws � ��ir�• Board of Building lRegulations and Staaderds COrmtrucdon Supervisor Licensib License; CS 1.2653 8lrthd3fe: 7M 6h 254 Fxplraiiory 7116,12009 Try 15610 — — Restricuon. 00 NICHOLAS A LAG-AD1140S 3 THANK FUL LAME ...�._ CO Purr,mA o2635 Commissioner i i { r i l i e - . Stamp: - _ - U - SMOKE DETECTORS REVIEWED •� o CD 0 o m . *RAB UILDINE G DEPT. . DATE _ _ CD - - - - CCD CD Q< co -N FIRE DEPARTMENT DATE - - BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 0 c Q U m o c N m(D CARBON MONOXIDE ALARMS O 0 w m MUST BE INSTALLED PER C = x $ MASSACHUSETTS BUILDING CODE 0 E _ 0)y cn 'c ❑❑❑❑ ❑❑❑❑ - T t. r ❑❑❑❑''�4 ❑❑❑❑ N ❑❑❑❑ ❑❑❑❑ l: A u wag - TITLE: SCHIESTL HOME Front Elevation - DATE ISSUED: REVISIONS: - DRAWN BY:H� w I PROJECT N: - DRAWING NO: { E 1 1:! - - - _ - - - Stamp: 9j• Poured Concrete Foundation" 9 s• s o• ,}. 9 s y -9 Q -o c) Wall 10"x 18"Keyed Poured.Concrete __ _ __ o Footing Q n 3000#Concrete Mix 3/4"Aggregate b v N Anvhor Bolts 6'O.C. a 4"Poured Concrete Slab I f Bom c sl:aa a — ¢ U x I 30009 Concrete Mix 3/8"Aggregate e I smowa m.ae - - - - -- m ONi N n 6 Mil Polyethylene Under Slabs P B• m ' 0 J o m r -- 6 o I a• to as - 30"x 30"x 12"Lalley Footings - r Petlat -- - - ECU o t Typical YP pB em' ) BBem...- 6. pt F— N 3000#Concrete mix n Pp kel Ppaa 9�=.------- Pob' a U `� Z E 3 1 Y< 91Y1 LVL Be T tQ 7 Vinyl Double Pane Basement a - i� Windows Per plan I 1 u a with Screens e e zk e�• _B - y._3}. ro• ro r ' o , I r r o• r r IL - ________ _________ ________ _ -----1 __ . -.-_ _ _____________________ _____ ____ __ ______ _____-_______ __ ______________ ___ _ -- 1PBeam"� /t 10'B am - 0 > . _ -_\10'Beem Pocket Y 1 3/E x 9112'LVL Beam Packet w. Po ket _ tp-e m J N> ' 61L Flmpla FooU"B W Q Z 6 MU POIyemrlarm U—Slab Typivl m U s��. • � - 1P Bea v! � r r ,eF•- '1a'Baem _______ _ _ __ 'Pocket. .____. .____- _ ___ __ ____ P"tlral'" ----_-_----__-_«-.-_._--.-____-_--_---_-_-_ ---- _ _ [ - - . S i Dm 1—Opeal tr 1 -0' '-1•—�-8 la'— —8'-ta 3'—�-9 6 y _ TIRE' -- Foundation Plan 4"Concrete Slab over r u'-v - I. ------------------------ Compacted - 1 - Fill _ __ - m ' - _____ ___________ _ __________ __ I Fibennesh in concrete I. r _ _______ _______ _______ __ ____ .—I . 114"per foot pitch to doors I I __________ ________________ _ _____________ . 1 12"x 1 10 galvanized angle Iron --__ �•� DATE ISSUED: at door openings - - - Os-lo-moo REVISIONS: Dmp D"m Op r..,1r Oap Door OpeNnpe tr . •_r� LIVING AREA DRAWN BY: - I In ' - PROJECT#: L �'-31�• s-U 3�•-U 'DRAWING NO.: _} F-1 - - Stamp: . 2 0 ]-32 C . .. Y-/ ''}III'' 9• 3'-/ _ 3-/. a _g 1 3•_/• IJ O N m A u "MASTER BDRM- -.• - .� Q N IW ta m 0 Y a E c V o Section _ 'm o xnwr V—d CNllnp h _ 7 -3 § r 2 TM erect A A at ... ._x• -D}. 3,_�D�. 3;loN. 1[ - 3''] ,s• ,s -] 3 0� $ �•ceosET $ -UJ r r i ' r ... a 7 y •nrn' Y> g a _ _ O a w aaD seam .� �8 G $ E ~ U.0 W . h d� Flat GANG _ Q F- R TNaRrea • LU Z W LIBRARY !a Cn ' 114 139 3 �' TY D ' •-�— rv� �T y_- W Great F DOm 3'-0' TITLE: rr. wo a Bed—m 2 Section DE K cd aw. IT$.lib First Floor -, aa.., :Are. _ • ! DATE ISSUED: - __. 8-4' l_._a o r , Slap laaortn - REVISIONS: r r r r __ r ______________ � -------- --------- r --------- r Section B-e "aI .1D•—�t-32� 9+ID•—�— � DRAWN BY:M -s•—+-1,•_3�e.�^._6. _� _� -/ -/ -/ _ -/ LIVING AREA zne%A PROJECT M DRAWING NO.: A-1 .. - Stamp: .. U C C - - p N CU n -N y °' —1 0 O 0 m V o _ C, 2X8 DORMER RAFTERS in F v' 2X8 CEILING JOISTS J U c+1 F E R-30 INSULATION - ASPHALT ROOF - - - - SHINGLES < $"CDX SHEATHING R-30.INSULATION - - ":S + " 2X10-RAFTERS - FJJof m 9°z 2�'1-Joist UJ <Z. . e,�ausa npw. Yz" BLUEBOARD _ 16"O:C. �rY SKIMCOAT WHITE CEDAR'SHINGLES 5" TW C.) -Iryr_ 1Q"CDX SHEATHING '.R-13 FIBERGLASS INS. Ph.W— 2X4 STUDS 24" X 111" 1 joist . . - - PLYWOOD SUBFLOOR - R-19 FIBERGLASS INS. 2X6 SILL" ; Ya SILL SEAL. TITLE: 8" POURED.CONCRETE _ Section A—A _ WALL ON 8"X 16" FOOTING 2nd Floor LIVING AREA - e>a san 4"POURED CONCRETE FLOOR e-+�• >•-+o• •-a3• OVER COMPACTED FILL DATEISSUED: 10" X 16"POURED 'CONCRETE KEYED FOOTING - - REVISIONS: . DRAWN BY: - PROJECT xF. DRAWING NO.: A-2 - - Stamp: U C m O ',a- _ 0 _ M g .. 07 c C _y .. .? y' - Eoc,c m era . to 0 -J .. - 0 0 o E c -dir 0)y -- .. Jl-. ...r..�� 30 year A.enueel Boor 158 rut P e—fl,mhed Mit Cad Shingles ~ K YrJ .AZEK PVC Trim 2 m U �T— '— 1.8 wtlh 1,3 bull)out rakes ' r 4,�4-t ® T'--r�--`.-r' -' T-iL--*'--i t sip—�-r-'-r';� 4 —aor 1— U. - i ; - r� `7 � i ti- u l ry'_`=.r, � N 1 -`S ❑--'t-� '-r F-t- i 5. . 7-- - L r.1111 - - TITLE: M,ho—y Deck - Andersen 400 Series Wsdows Bench Seating SOL Grilles - Pref i had NTile Interiors _ - Reor Elevation Front Elevation DATE ISSUED: REVISIONS:' - - - DRAWN BY: .. PROJECTM L- .DRAWING NO, E2 . Stamp: p N C Of Q 2.' ...... rri CO vi c LL n u.-t ^�'y�'._r ti`'t '' T c f/) w J c� - C 2 Y N o -0 E -T m Left Elevation uj O T Q J . . - - - - co aZ - m.w J TITLE` u -- Front Elevation DATE ISSUED: z ,-rr'. - •,,_� T� lr-�-r-'c �z44`,-i-r�4L-�'.;'-' DRAWN BY: PROJECT#:.ra DRAWING NO; Right Elevation E3 .. Stamp: U C Lo' - - ❑ tD . N CU JEEME n wroworwo 5nw. � C Nj fy xwxaow � m . .ff �w N.a..nn nmw�< fz cox siromnmv f:a uema..yo.nmq -0 0 C •7 Q y li. aw inawnm s m C tPwm N E —J '.� N QN OI m rnH "? Typical Deck Section W .p:.ffim.wum~ s ivc wew wnfv.c.l.. Z W_ U) <Z W ' cmwn.Kya Section B-8 TITLE: - - Front Elevation e • DATE ISSUED: ° REVISIONS: ' Section C-C DRAWN BY: aL PROJECT M . 'DRAWING NO.: S_1 - Stamp: - .. y t . 11 314 x 11]Ifi'LVL Ghte Typkal - - . FremN921n'x11]Ie•IJolzta lfi•OO Dou01e 2x10 P.T.Box _ __________� -, C p OsB Bm loe:t - 4,4 P.T.Pm—spacer _________ 1 314'x 11]IS'LVL Box at decks �-- ------- -------i Typ SI— U44ren.LSI�aIN iN sreN Naila � --- --- � � � < n 3l4•Advenrec NInO lml - - - Conavudbn AdhasNe end S..W Ad— _ __ _ y l0' 21?x 11 M Wpisla 1fi O.C.Typkal . .. - -3/4•Advenrec SOealkn9 W � � Ffpor sneawlre Glmd wiN cpnaln�elv�AenesNe 0 E Floor S-119 leaiened with wawa O 0 q V Beams 11]/B•LVL 2 aM Slayers as«bd C = N __• i ---- - 2x12 P.T.5Idrge E L O--( .. 1.. - ..- ... Ny— Ip. IB d5 F- - i i 0 T. e F ffi� TY cel I I - • i : L x Oe' • tl.t 3 al � to L --- - a. I 3 J - ue FI PL L 3• J sl a pl a V! Z W R o 2 Air a I: I.I..I g W - � U . ' 9 2• Be 1 p TITLE: GARAGE Floor Framing Z+B P.T�tB•O.C. �__ __ ___ _______ ______________ Golvenixed nenpors - - DATE ISSUED: 31fi•5•b9 Svaws w1N—Po.smmrs 16'O.G. - - - . 1x4 kn".y—Ic - 03-10-200] . .. REVISIONS: 1 st Floor Framing Plan DRAWN BY: PROJECT 0: , . - DRAWING NO.: FR-1 Stamp: C .. c - O - > M 0 N - � QCID .o -N RnBars z.101s•o.a. R-1 3s101s•o.c. - Z1 U ar - .zaa cemaB JobM- _ a= Flat Caul - - Q m y C LL m O c0 m 0 O O J V O t o .. - - 3s10 Cell q Jolsts N ~ h10 Roof Rollers - Veulletl CemnB 13' J M N E 2se Celiilp JOlals - _ _Master Betlmom --i veiEtM Oe9109 12 INdten Aru -1:•s 1 IV LRItl9a IM Hetgers - .. Roof Rafters 3 10 16.O.C.TY ll RIUBe bc13 a 11>/8 LVL Typkel .10 DOmmr Re ars 15.O.C. 1(Y CD%Roof SM1eaWnB - _- LeY on Valley '3"tO CemnB Jols Grset Room _ . LeY an.11, LaY00Vw y W .. .. . .. ..... O J¢ _ - W °'w e. tj' 'L a w1t He 9 I I TITLE: 'Refta�s 3xf0Iv 0.C. Roof Framing I' I DATE ISSUED: Wt3s30 3x8 Porca Ce91n0 Jolsn •_B�• FmmlRellers 3x1018.O.C. -- 05-10-3007 e tR-1 JNst le- - REVISIONS: O.C. , S�anUlnB Gwaa aea spa« . Fesbrroe .' _ Roof Framing - •-1BL s Jra��l s—v-10 - - .. • DRAWN BY: - PROJECT M RL DRAWING NO.: F R-2 ... Stamp: U C - - 0 C - N MASTER _j m m _ o - \ D U O q 2 t0 Co E. / 0 OSOS�. W O . d '� e(i �� vawaa wasla:canms \ W ¢Z LIBRARY Greal m 'T Txz s i •1 TITLE'_ <./i i /�//• I DECK o..®.,. �, t �4v t I . \ c Nca Ba% i3 r Ele 1 ----------------------------- � a __ _ _ _ _________ ___t DATE ISSUED: REVISIONS: If . - DRAWN BY: LIVING AREA I. 21.as R. _ PROJECT It: DRAWING NO, EL-1 . - ... Stamp: .. v O.w UO . .. ❑ Q Co .. Q r CO v n � _j c 16 e � O - _ - m h Z E sauna W. - I \ F �>J- W W. aZ "w TITLE:' Electrical 2 LIVING AREA - - DATE'ISSUED: x - - - - • DRAWN BY: - PROJECT#:NL - DRAWING NO.: EL-2 -- tt B�$E- Triple 1-3/4" x 9-1/2".VERSA-LAM® 2.0 3100 SP Floor BeamlGirt A BC CALL®9.5 Design Report- US 6 spans No cantilevers 1 0/12 slope ' . Monday, July 23, 2007 09:56 Build 91 - File Name: BC CALC Project Job Name: Schiestl Residence Description: Girt A Address: 19 Angus Way Specifier- City, State, Zip: Centerville, MA Designer: DAVID G.REENLAW Customer: Company: 'BOTELLO LUMBER Code reports: ESR-1040 Misc: " MR s y ,d . "EVA 08-01-00 08-00-00 A 08-10-00 08-10-00 A 08-10-00 01 5-0 BO 61 B2 B3 B4 B5 B6 LL 2038 Ibs LL 5403 Ibs LL 5375 Ibs LL 5581 Ibs' LL 5397 Ibs wLvmlbz DL 495 Ibs DL 1388 Ibs DL 1255 Ibs DL 1380 Ibs DL 1380 Ibs DLDt3MWss Total of Horizontal Design Spans=44-00-00 Load Summary Live Dead Snow Wind Roof Live? Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% ' Trib. 1 Floor load Unf.Area (psf) Left 00-00-00 44-00-00 40 10 14-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location ` Completeness and accuracy of input must Pos. Moment 4493 ft-Ibs 21.5% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -5605 ft-Ibs 26.8% 100% 22 3- Right output as evidence of suitability for, End Shear 3586 Ibs 37.8% 100% 14 6-Right particular application.Output here based Cont. Shear 3528 Ibs 37.2% 100% 14 6-Left on building code-accepted design . properties and analysis methods. Uplift 3454 Ibs n/a 14 6-Right Installation of BOISE engineered wood Total Load Defl. U1496 (0.065") 16.0% 14 1 products must be in accordance with Live Load Defl. U1775 (0.055") 20.3% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.033" 6.6% 14 2 building codes.To obtain Installation Guide Max Defl. 0.066" 10.5% 14 3 or ask questions,please call Span/Depth 11.2 n/a - 0 3 (888)234-0056 before installation. k BC CALCO,BC FRAMERS,AJS7, CautionsALLJOISTO,BC RIM BOARD-,BCI@, Uplift of 3454 Ibs found at span 6-Right. BOISE GLULAMT"' SIMPLE FRAMING SYSTEMO,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, 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(0.625") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 3". Minimum bearing length for B2 is 3". Minimum bearing length for B3 is 3". Minimum bearing length for B4 is 3". i Minimum bearing length for B5 is 3". Minimum bearing length for B6 is 1-1/T. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ f 1/2 intermediate bearing r f r Page 1 of 2 noisEn Triple 1-3/4" x 9-1/2"VERSA-LAM® 2.0 3100 SP Floor Beam\Girt A BC CALCO 9.5 Design Report- US 6 spans] No cantilevers 0/12 slope Monday, July 23, 2007 09:56 Build 91 File Name: BC CALC Project Job Name: Schiestl Residence Description: Girt A Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: - DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must 1 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=4-1/2" (888)234-0056 before installation. b minimum=3" d = 12 t e minimum = 3" BC CALCO,.BC FRAMER@,AJS- ' ALLJOISTO,BC RIM BOARDTM,BCI@, Member has no side loads. BOISE GLULAMTm,SIMPLE FRAMING Connectors are:16d Common Nails SYSTEM@,VERSA-LAM@,VERSA-RIM - PLUS@,VERSA-RIM@, ` VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products; L.L.C. ' t • ' t Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlGirt B BC CALCO 9.5 Design Report- US 2 spans.1 No cantilevers 1 0/12 slope ' Monday, July 23, 2007 09:56 Build 91 File Name: BC CALC Project Job Name: Schiestl Residence Description: Girt B Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 -Misc: rgn' :,f WIMN 101"111", 'W" 04-06-00 09-06-00 BO B1 B2 LL 1035 Ibs LL 4887 Ibs LL 1972 Ibs DL 51 Ibs DL•1359 Ibs DL 536 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 Floor load Unf.Area (psf) Left 00-00-00 , 14-00-00 40 10 12-06-00 Load Disclosure F Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4924 ft-Ibs 23.5% 100% 16 2- Internal " be verified by anyone who would rely on Neg. Moment -5412 ft-Ibs 25.8% 100% 1 1 -Right output as evidence of suitability for End Shear -1956 Ibs 20.6% 100% .16 2- Right particular application.Output here based Cont. Shear 3006 Ibs 31.7% 100% •1 2- Left on building code-accepted design Uplift 799 Ibs n/a 16 1 - Left properties and analysis methods. P Installation of BOISE engineered wood Total Load Defl. U1239(0.092") 19.4% 16 2 products must be in accordance with Live Load Defl. U1559 (0.073") 23.1% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.013" 2.7%' 16 1 building codes.To obtain Installation Guide Max Defl. 0.092" 18.4% 16 2 or ask questions,please call Span/Depth 12.0 n/a 0 2 (888)234-0056 before installation. BC CALCO,,BC FRAMER@,AJS-, Cautions ALLJOISTO,BC RIM BOARDTm,BCIO, Uplift of 799 Ibs found at span 1 - Left. BOISE GLULAMTM SIMPLE FRAMING SYSTEMO,VERSA-LAMO,VERSA-RIM PLUSO,VERSA-RIM@, Notes f VERSA-STRANDO,VERSA-STUD@ are' Design meets Code minimum (U240)Total load deflection criteria. trademarks of Boise wood Products, Design meets Code minimum (U360) Live load deflection criteria. L.L.C. Design meets arbitrary(0.5") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 3". t 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 j�b —d a o o e ° ° ° a minimum =2" c=4-1/2" t 'b minimum = 3" d= 12" n e minimum=.3" - Member has no side loads. t Connectors are: 16d Common Nails _ Page 1 of 1 F SSE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Girt C BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, July 24, 2007 07:11 Build 91 File Name: SCHIESTL RES..BCC Job Name: Schiestl Residence Description: Girt C Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: 2 3 :i 09-00-00 09-00-00 BO B1 B2 LL 2048 Ibs LL 5850 Ibs LL 2048 Ibs DL 1195 Ibs DL 3983 Ibs DL 1195 Ibs SL 1316 Ibs SL 4388 Ibs SL 1316 Ibs Total of Horizontal Design Spans=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Floor Load Unf.Area(psf) Left 00-00-00 18-00-00 40 10 '° 13-00-00 2 Exterior wall Unf. Lin. (plf) Left 00-00-00 18-00-00 0 80 n/a 3 Roof load Unf.Area (psf) Left 00-00-00 18-00-00 10 30 1300-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8220 ft-Ibs 34.1% 115% 13 1 - Internal be verified by anyone who would rely on Neg. Moment -12798 ft-Ibs 53.2% 115% 2 1 -Right output as evidence of suitability for End Shear 3466 Ibs 31.8% 115% 13 1 -Left particular application.Output here based Cont. Shear 5925 Ibs 54.4% 115% 2 1 -Right on building code-accepted design 0.132" 29.4% 15 2 properties and analysis methods. Total Load Defl. U816 ( ) Installation of BOISE engineered wood Live Load Defl. U1045(0.103") 34.4% 15 2 products must be in accordance with Total Neg. Defl. -0.014" 2.9% 16 1 current Installation Guide and applicable Max Defl. 0.132" 21.2% 15 2 building codes.To obtain Installation Guide Span/Depth 11.4 n/a 0 1 or ask questions,please call (888)234-0056 before installation. i Notes BC CALCO,BC FRAMER@,AJST1A, Design meets Code minimum (U240)Total load deflection criteria. ALLJOIST@,BC RIM BOARD- BCIO, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMT^^ SIMPLE FRAMING Design meets arbitrary(0.625") Maximum load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM length for BO is 1-1/2". PLUS@,VERSA-RIM@, Minimum bearing 9 VERSA-STRANDO,VERSA-STUDO are Minimum bearing length for B1 is 3-5/8". 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 Connection Diagram ' b —d— a o � o c • _t • _ ' e ° ° ° a minimum =2" c=4-1/2" b minimum = 3" d= 12" e minimum = 3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Tuesday, July 24, 2007 07:12 Build 91 File Name: SCHIESTL RES..BCC Job Name: Schiestl Residence Description: Girt D Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: MERV HIS Total of Horizontal Design Spans 18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4833 ft-lbs 23.1% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -6723 ft-lbs 32.1% 100% 1 1 -Right output as evidence of suitability for End Shear 1959 lbs 20.7% 100% 14 1 -Left particular application.Output here based Cont. Shear 3113 lbs 32.8% 100% 1 1 -Right on building code-accepted design properties and analysis methods. Total Load Defl. U1293 (0.084") 18.6% 16 2 Installation of BOISE engineered wood Live Load Defl. U1505 (0.072") 23.9% 16 2 products must be in accordance with Total Neg. Defl. -0.022" 4.5% 14 2 current Installation Guide and applicable Max Defl. 0.084" 13.4% 16 2 building codes.To obtain Installation Guide Span/Depth 11.4 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Design meets Code minimum(U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARDTm,BCI@), Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA-LAMS,VERSA-RIM Design meets arbitrary(0.625") Maximum load deflection criteria. PLUS@,VERSA-RIM@, r 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 Connection Diagram � o minimum =2" c=4-1/2" . b minimum= 3^ d = 12^ . a minimum = 3^ / Member has no side loads. Connectors are:10d Common Nails � ' Page 1 of 1 BOISE' Triple 1-3/4" x 9-1/2"VERSA-LAM® 2.0 3100 SP Floor Beam\Girt E BC CALCO 9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday, July 23, 2007 09:57 Build 91 File Name: BC CALC-Project Job Name: Schiestl Residence Description: Girt E Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: 2 3 . . Q7--,pfi AR 07-08-00 A, 08-00-00 BO B1 B2 LL 1447 Ibs LL 4212 Ibs + LL 1500 Ibs DL 875 Ibs DL 3027 Ibs DL 939 Ibs SL 913 Ibs SL 3159 Ibs SL MO Ibs Total of Horizontal Design Spans=15-08-00 Load Summary Live Dead, Snow Wind Roof Live s Tag Description. Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Floor Load Unf.Area(psf) Left 00-00-00 15-08-00_ 40 1.0 -.10-09-00 2 Exterior wall Unf. Lin. (plf) Left 00-00-00 15-08-00 0 80 n/a 3 Roof load Unf.Area(psf) Left 00-00-00 15-08-00 10 1 30 10-09-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness'and accuracy of input must Pos. Moment 5510 ft-Ibs 22.9% 115% 15 2- Internal be verified by anyone who would rely on Neg. Moment -8153 ft-Ibs 33.9% 115% 2 1 -Right output as evidence of suitability for End Shear -2502 Ibs 23.0% 115% 15 2 Right particular application.Output here based Cont. Shear 4270 Ibs 39.2% 115% 2 2-Left on building code-accepted design Total Load Defl. U1360 0.071" 17.6% 15 2 properties and analysis methods. ( ) Installation of BOISE engineered wood Live Load Defl. U1779(0.054") 20.2% 15 2 products must be in accordance with Total Neg. Defl -0.008" 1.6% 16 1 current Installation Guide and applicable Max Defl. 0.071" 11.3% 15 2 building codes.To obtain Installation Guide Span/Depth 10.1 n/a 0 2 or ask questions,please call (888)234-0056 before installation. Notes BC CALC@,BC FRAMER@,AJSTM, Design meets Code minimum (U240)Total load deflection criteria. ALLJOIST®,BC RIM BOARD- BCI@, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets arbitrary(0.625") Maximum load deflection criteria SYSTEM@,VERSA-LAM®,VERSA-RIM Minimum bearing length for BO is 1-1/2". PLUS@,VERSA-RIM@,VERSA-STRAND®,VERSA-STUD@ 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 Connection Diagram �b d a • • • o o F c e o 0 0 f a minimum =2" c=4-1/2" t b minimum =3" d= 12" e minimum = 3" ! - l Member has no side loads. Connectors are: 16d Common Nails i Page 1 of 1 F p BlI isw Triple 1-3/4" x 9-1/2".VERSA-LAMO 2.0 3100 SP Floor Beam\Girt F BC CALC®9.5 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 Build 91 File Name: BC CALC Project Job Name: Schiestl Residence Description: Girt F Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: a ., 06-00-00 06-00-00 BO 131 B2 LL 1313 Ibs LL 3750 Ibs LL 1313 Ibs DL 313 Ibs DL 1043 Ibs DL 313 Ibs Total of Horizontal Design Spans=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125%, Trib. 1 Floor load Unf.Area(psf) Left 00-00-00. 12-00-00 , 40 10 ' 12-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must . Pos. Moment 2067 ft-Ibs 9.9% 100% 16 2-Internal be verified by anyone who would rely on. Neg. Moment -2876 ft-Ibs 13.7% 100% 1 2-Left output as evidence of suitability for End Shear 1073 Ibs 11.3% 100% 14 1 -Left particular application.Output here based Cont. Shear 1797 Ibs 19.0% 100% 1 1 - Right on building code-accepted design ° properties and analysis methods. Total Load Defl. U4535 (0.016 ) 5.3/0 16 2 Installation of BOISE engineered wood', Live Load Defl. U5283 (0.014") 6.8% 16 2 products must be in accordance with Total Neg. Defl. -0.004" 0.9% 14 2 current Installation Guide and applicable Max Defl. 0.016" 2.5% 16 2 building codes.To obtain Installation Guide Span/Depth 7.6 ,n/a 0 1 or ask questions,please call s (888)234-0056 before installation. Notes BC CALC®,BC FRAMER®,AJSTM, Design meets Code minimum (U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD- BCIO, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets arbitrary(0.625") Maximum load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Minimum bearinglength for BO is 1-1/2 'PLUS@,VERSA-RIM®, 9 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 J Connection Diagram b d { a • • • 0 o e 0 0 0 i r 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 J Page 1 of 1 noisE, Single 11-7/8" AJSTm 20 MSR Joist\J01 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description: J01 Pr Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO'LUMBER Code reports: ESR-1144 Misc: AhL 14-00-00 BO, 1-3/4" B1,1-3/4" LL 373 Ibs LL 373 Ibs DL 93 Ibs DL 93 Ibs I 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% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1633 ft-Ibs 37.1% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 462 Ibs 39.3% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U1106 (0.152") 21.7% 1 1 particular application.Output here based Live Load Defl. U1383(0.121") 34.7% 1 1 on building code-accepted design Max Defl. 0.152" 30.4% 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 Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call (888)234-0056 before installation. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(0.5") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJS-, Entered/Displayed Horizontal Span Length(s)= Clear Span + 1/2 mina end bearing+ ALLJOISTO,BC RIM BOARD- BCI®, 112 intermediate bearing BOISE GLULAMT" SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, =L.L.C. y F • , f i o E - i a4 i . I x r Page 1 of 1 B4OiSE' Single 11-7/8" AJSTm 20 MSR Joist1,102 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: BC CALC Project, Job Name: Schiestl Residence Description: J02 � D' M Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 Misc: 1 Y 13-00-00 A 12-00-00 BO, 1-3/4" B1,3-1/2" B2,1-3/4" LL 302 Ibs LL 834 Ibs d LL 282 Ibs DL 67 Ibs DL 209 Ibs DL 58 Ibs Total of Horizontal Design Spans=25-00-00 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 25-00-00 40 10 i 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1016 ft-Ibs 23.1% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -1308 ft-Ibs 29.7% _ 100% 1 1 - Right output as evidence of suitability for End Reaction 363 Ibs 30.9% ` 100% 14, 1 - Left particular application.Output here based Int. Reaction. 1024 Ibs 34.9% 100% 1 1 -_Right on building code-accepted design properties and analysis methods. Cont. Shear 524 Ibs 35.2% 100%' 1 1 -Right Installation of BOISE engineered wood Total Load Defl. U2051 (0.076") 11.7% 14" 1 products must be in accordance with Live Load Defl. U2402(0.065") 20.0%- 14 1 current Installation Guide and applicable Total Neg. Defl. -0.017" 3.4% 14 2 building codes.To obtain Installation Guide Max Defl. 0.076" 15.2% 14 1 or ask questions,please call Span/Depth 13.1 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER@,AJST' 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. Design meets arbitrary 0.5" Maximum load deflection criteria: PLUS@,VERSA-RIM@, I 9 ry( ) VERSA-STRANDO,VERSA-STUD@ are Entered/Displayed Horizontal Span Length(s) =Clear Span+.1/2 min. end bearing+ Y trademarks of Boise Wood Product`s, 1/2 intermediate bearing L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. , i • f 1 Page 1 of 1 BOISE- Single 11-7/8" AJSTA° 20 MSR Joist1J03 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS,I Repetitive I-Glued&nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description:-J03 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER - Code reports: ESR-1144 Misc: FTT e 1 _ 13-00-00 BO,1-3/4" B1,1'-3/4" LL 347 Ibs LL 347 Ibs DL 87 Ibs DL 87 Ibs Total of Horizontal Design Spans=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% •133%a 125% . OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 40 10 16" Load Disclosure } Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1408 ft-Ibs 32.0% 100% 1 1 -,Internal be verified by anyone who would rely on End Reaction 428 Ibs 36.5% 100% 1 1 -Right output as evidence of suitability for R , Total Load Defl. U1348 (0.116") 17.8% `1 1 -particular application.Output here based Live Load Defl. U1685.(0.093") 28.5% 1 1 on building code-accepted design Max Defl. 0.1.16" 18.5% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 13.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call (888)234-0056 before installation. ` Design meets User specified (U480) Live load deflection criteria. n Design meets arbitrary(0.625") 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 BOARDT"" BCIO, 1/2 intermediate bearing - BOISE GLULAMTm SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. f Page 1 of 1 t i Single 11J/8' AJSTm 20 MSR Joist\J04 BC CALCO 9.5 Design Report-US 2 spans No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 'Build 91 16"OCS Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description: J04 MV014dlpM Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 . Misc: ! i t d ii i� rr- Y 2 yr - q yn '°' y ✓ d ,",.s. Z='r ,/ r 08-03-00 A r13-09-00 BO, 1-3/4" B1,3-1/2" B2, 1-3/4" LL 199 Ibs LL 772 Ibs LL 309 Ibs DL 26 Ibs DL 193 Ibs DL 74 Ibs -Total of Horizontal Design Spans=22-00-00 Load Summary Live Dead Snow Wind Roof Live' Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area (psf), Left 00-00-00 22-00-00 40 10 16" Load Disclosure ; Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1104 ft-Ibs 25.1% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1197 ft-Ibs 27.2% 100% 1 1 - Right output as evidence of suitability for End Reaction 379 Ibs 32.3% 100% 16 2-Right particular application.Output here based Int. Reaction 946 Ibs 32.3% 100% 1 2-Left on building code-accepted design Cont. Shear 536 Ibs. 36.0% 100% 1 2-Left properties and analysis methods. Installation of BOISE engineered wood Uplift 70 Ibs n/a 16 1 -Left products must be in accordance with Total Load Defl. U1849(0.089") 13.0% 16 2 current Installation Guide and applicable Live Load Defl. U2258(0.073") 21.3% 16 2 building codes.To obtain Installation Guide Total Neg. Defl -0.014" 2.8% 16- 1 or ask questions,please call Max Defl. 0.089" 17.8% 16 2 (888)234-0056 before installation. . Span/Depth 13.9 n/a 0 2 BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAMTM,SIMPLE FRAMING Uplift of 70 Ibs found at span 1 Left. SYSTEM@,VERSA-LAM®,VERSA-RIM PLUSO,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. - Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(0.5") 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. i 1 { - i } Page 1 of 1 I BOISE' Single 11-7/8" AJSTm 20 MSR JOISAJ05 BC CALCO 9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope Tuesday, July 24, 2007 07:16 Build 91 16"OCS Repetitive Glued &nailed construction File Name: SCHIESTL RES..BCC Job Name: Schiestl Residence Description: J05 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 Misc: ME �`.¢(. gt „ . 14-00-00 A 14-00-00 BO, 1-3/4" B1,3-1/2" B2, 1-3/4" LL 327 Ibs LL 933 Ibs LL 327 Ibs DL 140 Ibs DL 467 Ibs DL 140 Ibs Total of Horizontal Design Spans=28-00-00 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 28-00-00 40 20 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1361 ft-Ibs 30.9% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1960 ft-Ibs 44.5% 100% 1 1 -Right output as evidence of suitability for End Reaction 461 Ibs 39.2% 100% 16 2-Right particular application.Output here based Int. Reaction 1377 lbs 47.0% 100% 1 1 -Right on building code-accepted design Cont. Shear 688 Ibs 46.2% 100% 1 1 -Right properties and analysis methods. 9 Installation of BOISE engineered wood Total Load Defl. U1488 (0.113") 16.1% 14 1 products must be in accordance with Live Load Defl. U1948(0.086") 24.6% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.017" 3.5% 16 1 building codes.To obtain Installation Guide Max Defl. 0.113" 22.6% 14 1 or ask questions,please call Span/Depth 14.1 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMERO,AJS- Notes ALLJOISTO,BC RIM BOARD'-,BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets User specified (U480) Live load deflection criteria. SYSTEM@,VERSA-LAM@),VERSA-RIM n meets arbitrary 0.5" Maximum load deflection criteria. PLUS@,VERSA-RIME, Design ry( ) VERSA-STRAND@,VERSA-STUD@ are Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ trademarks of Boise wood Products, 1/2 intermediate bearing L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. A 3 i i I i i I Page 1 of 1 noksw Single 11-7/8" AJSTm 20 MSR Joist\J06 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS I Repetitive Glued&nailed construction File Name: BC CALC Project . Job Name: Schiestl Residence Description: J06 de f\cwce Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER i Code reports: ESR-1144 Misc: f 4 .ryrGY�r�f"orl.fl%/lrra.P�� r�trs�,�..��- i,:.�� e'....w ....r ,.: ..� .�- .,..,_ .;<-.. _5. ,,, ,. ., r � ,•,� r ���Yiy,„ 13-06-00 BO, 1-3/4" 131,1'-3/4" LL 360 Ibs LL 360 Ibs DL 90 Ibs DL 90 Ibs Total of Horizontal Design Spans=13-06-00 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 13-06-00 40 10 , 16" Load Disclosure ' Controls SummaryValue %Allowable Duration Case Span Location - Completeness and accuracy of input must Pos. Moment 1519 ft-Ibs 34.5% 100% 1 1 -Internal. be verified by anyone who would rely on End Reaction 445 Ibs 37.9% ;_ 100% 1 1 -Left output as evidence of suitability for i Total Load Defl. U1219 (0.133") 19.7% 1 1 particular application.Output here based Live Load Defl. U1524 (0.106") 31.5% 1 1 on building code-accepted design Max Defl. 0.133" 26.6% 1 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 Design meets Code minimum (U240)Total load deflection criteria. ( ask questions,please call 888)234-0056 before installation. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(0.5") Maximum load deflection criteria. BC CALCO,BC FRAMERO,AJSTM', Entered/Displayed Horizontal Span Length(s)= Clear Span+ 1/2 min. end bearing+ ALLJOISTO,BC RIM BOARD- BCIO, 1/2 intermediate bearing BOISE GLULAM"' SIMPLE FRAMING SYSComposite El value based on 23/32"thick sheathing glued and nailed to joist. PLUS@,O,VERSA-LAME),VERSA-RIM LUSO VERSA-RIMO, ' VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. i r 4 i t 7i} ffttt Page 1 of 1 i f BOISE- Single 11-7/8'!AJSTm 20 MSR Joist\J07 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS Repetitive Glued &nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description: J07 � 1 .f2 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREEN LAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 Misc: ' r • E 07-00-00 BO, 1-3/4" B1, 1-3/4" LL 187 Ibs LL 187 Ibs DL 47 Ibs DL 47 Ibs Total of Horizontal Design Spans=07-00-00 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 07-00-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 408 ft-Ibs 9.3% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 228 Ibs 19.6% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U6023 (0.014") 4.0% 1 1 particular application.Output here based Live Load Defl. L/7529 (0.011") 6.4% 1 1 on building code accepted design ° properties and analysis methods. Max Defl. 0.014 2.2/0 1 1 Installation of BOISE engineered wood Span/Depth 7.1 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets User specified (U480) Live load deflection criteria. ($$$)234-0056 before installation. Design meets arbitrary(0.625") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJSTA°, 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-RIM PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. 4 z . t t r i I r r ( Page 1 of 1 i i B0. $E" Single 11.4/8" AJSTm 20 MSR Joist\J08 BC CALC®9.5 Design Report- US 2 spans I No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS Repetitive I Glued&nailed construction File Name: BC CALC Projec Job Name: Schiestl Residence Description: J08 M Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company- BOTELLO LUMBER Code reports: ESR-1144 Misc: T N 14 107 -x - \v i kE � v s Maio, ull, 3 ;. 12-00-00 A 13-06-00 BO, 1-3/4" B1,3-1/2" B2, 1-3/4" LL 282 Ibs LL 852 Ibs LL 312 Ibs DL 57 Ibs DL 213 Ibs DL 70 Ibs Total of Horizontal Design Spans=25-06-00 Load Summary Live Dead Snow Wind Roof Live ; Tag Description Load Type . _ Ref. Start End 100% 90%- 115% 1336/6 125% OCS 1 Standard Load Unf. Area(psf) Left '00-00-00 25-06-00 40, ;. 10 16" Load Disclosure Controls Controls Summary %Allowable Duration case span Location Allowable Duration Case Span Location Completeness,and accuracy of input,must Pos. Moment 1095 ft-Ibs 24.9% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1369 ft-Ibs 31.1% 100% 1 . 1 - Right output as evidence of suitability for j End Reaction 377 Ibs 32.1%. 100% 16 2 Right particular application.Output here based Int. Reaction 1046 lbs 35.7% 100% 1. 2- Left on building code-accepted design Cont. Shear 542 Ibs 36.4% 100% 1 2-Left properties and analysis methods. Installation of BOISE engineered wood Total Load Defl. U1861 (0.087") 12.9% 16 2 products must be in accordance with Live Load Defl. U2191 (0.074") 21.9%' 16 2 - current Installation Guide and applicable Total Neg. Defl. 0.0191, 3.9% 16 1 building codes.To obtain Installation Guide Max Defl. 0.087" 13.9%- 16 2 or ask questions,please call Span/Depth 13.6 n/a 0 2 (888)234-0056 before installations 'BC CALC®,BC FRAMERO,AJST"" Notes ALLJOISTO,BC RIM BOARD TM,BCI@, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets User specified (U SYSTEM@,VERSA-LAM@,VERSA-RIM480) Live load deflection criteria. PLUS@,VERSA-RIM@, 1 Design meets arbitrary(0.625") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing+ trademarks of Boise Wood Products, 1/2 intermediate bearing L.L.C. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 ri Single 11-7/8"'AJSTm 20 MSR Joist\J09 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS I Repetitive I Glued &nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description: J09 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 Misc: t �,�.,i ✓i,efih� l dA - � rb'• o ..&c,tia ��:'�' '�"-r��..tip .Ev, �, ...�`: 13-06-00 BO, 1-3/4" - B1, 1-3/4" LL 360 lbs LL 360 Ibs DL 90 Ibs DL 90 Ibs f Total of Horizontal Design Spans=13-06-00 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 13-06-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1519 ft-Ibs 34.5% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 445 Ibs 37.9% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U1219 (0.133") 19.7% 1 1 particular application.Output here based Live Load Defl. U1524 (0.106") 31.5% 1 1 on building code-accepted design Max Defl. 0.133" 21.3% 1 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 Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call (888)234-0056 before installation. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(0.625") 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 BOARD- BCI0, 1/2 intermediate bearing BOISE GLULAM-TM SIMPLE FRAMING Composite El value based on 23/32"thick sheathing glued and nailed to joist. SYSTEM®,VERSA-LAMS,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. ! f F } f y i Page 1 of 1 r . '+ . B®LSE" Single 11-7/8" AJSTm 20 MSR Joist1J10 BC CALC®9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope Monday, July 23, 2007 09:57 Build 91 16"OCS Repetitive Glued &nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description: J10 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 Misc: ftft TO OIL M 13-00-00 A 13-00-00 BO, 1-3/4" 61,3-1/2" B2, 1-3/4" LL 303 Ibs LL 867 Ibs LL 303 Ibs DL 65 Ibs DL 217 Ibs DL 65 Ibs Total of Horizontal Design Spans=26-00-00 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 26-00-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1018 ft-Ibs 23.1% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1408 ft-Ibs 32.0% 100% 1 1 - Right output as evidence of suitability for End Reaction 363 Ibs 31.0% 100% 16 2- Right particular application.Output here based Int. Reaction 1064 Ibs 36.3% 100% 1 1 -Right on building code-accepted design ro erties and analysis methods. Cont. Shear 532 Ibs 35.7% 100% 1 1 - Right properties of BOISE engineered wood Total Load Defl. U2048 (0.076") 11.7% 16 2 products must be in accordance with Live Load Defl. U2366 (0.066") 20.3% 16 2 current Installation Guide and applicable Total Neg. Defl -0.017" 3.5% 16 1 building codes.To obtain Installation'Guide Max Defl. 0.076" 15.2% .16 2 or ask questions,please call Span/Depth 13.1 n/a 0 1 (888)234-0056 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOIST®,BC RIM BOARD-,BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMTA9 SIMPLE FRAMING Design meets User specified (U480) Live load deflection criteria. SYSTEM@,VERSA-LAM®,VERSA'RIMPLUS®,VERSA-RIM®, ' Design meets arbitrary(0.5") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUDO 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. fi i i f t i k a Page 1 of 1 BOISE- Single 11-7/8" AJSTm 20 MSR J0iSt1J11 BC CALCO 9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope Monday, July 23, 2007 0957 Build 91 16"OCS I Repetitive I Glued &nailed construction File Name: BC CALC Project Job Name: Schiestl Residence Description:J11 nA Address: 19 Angus Way Specifier: �'l City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company. BOTELLO LUMBER ' Code reports: ESR-1144 Misc: i H� ���`/�x/✓� i �i���(�' r ' ,� '� �, 12-06-00 AL 10-00-00 BO, 1-3/4" 131,3-1/2 B2, 1-3/4" LL 287 Ibs ; LL 758 Ibs LL 237 Ibs DL 66 Ibs DL 189 Ibs DL 45 Ibs Total of Horizontal Design Spans=22706-00 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 22-06-00 40 J O 1 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 934 ft-Ibs 21.2% 100% 14 1 - Internal be verified by anyone who would rely on Neg. Moment -1094 ft-Ibs 24.9% 100% 1 1,7 Right output as evidence of suitability for End Reaction 348 Ibs 29.6% 100% 14 1 -Left particular application.Output here based Int. Reaction 927 Ibs 31.7% 100% 1 1 -Right on building code-accepted design Cont. Shear 494 Ibs 33.2% 100% 1 1 -Right properties and analysis methods. 9 Installation of BOISE engineered wood Uplift 13 Ibs n/a _ 14 2- Right products must be in accordance witti Total Load Defl. U2292 (0.065") 10.5% 14 1 current Installation Guide and applicable Live Load Defl. U2735 (0.055") 17.6% 14 1 f building codes.To obtain Installation Guide Total Neg. Defl. -0.013" 2.7% 14 2 or ask questions,please call Max Defl. 0.065" 13.1% 14 1 (888)234-0056 before installation. Span/Depth 12.6 n/a 0 1 BC CALC@,BC FRAMER@,AJSTM, ALLJOIST@,BC RIM BOARDTM,BCI6, Notes BOISE GLULAMTm,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEMS,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Design meets User specified (U480) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets arbitrary(0.5") Maximum load deflection criteria. 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 Composite El value based on 23/32"thick sheathing glued and nailed to joist. E t Page 1 of 1'- BOISE' Single 9-1/2" AJSTm 20 MSR Joist1J12 BC CALCO 9.5 Design Report-US 2 spans I No cantilevers 1 0/12 slope Tuesday, July 24, 2007 07:27 Build 91 16"OCS Repetitive Glued&nailed construction File Name: SCHIESTL RES..BCC Job Name: Schiestl Residence Description: J12 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1144 Misc: 12-00-00 A 12-00-00 BO, 1-3/4" B1,3-1/2" 132,1-3/4" LL 280 Ibs LL 800 Ibs LL 280 Ibs DL 60 Ibs DL 200 Ibs DL 60 Ibs Total of Horizontal Design Spans=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 867 ft-Ibs 25.5% 100% 16 2- Internal be verified by anyone who would rely on Neg. Moment -1200 ft-Ibs 35.3% 100% 1 1 -Right output as evidence of suitability for End Reaction 335 Ibs 28.5% 100% 14 1 -Left particular application.Output here based Int. Reaction 981 Ibs 33.5% 100% 1 1 - Right on building code-accepted design Cont. Shear 490 Ibs 42.3% 100% 1 1 -Right properties and analysis methods. 9 Installation of BOISE engineered wood Total Load Defl. U1595 (0.09") 15.0% 14 1 products must be in accordance with Live Load Defl. U1842 (0.078") 26.1% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.021" 4.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.09" 14.4% 14 1 or ask questions,please call Span/Depth 15.2 n/a 0 1 (888)234-0056 before installation. BC CALCO,BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD-,BCIO, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMT"' SIMPLE FRAMING Design meets User specified (U480) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary 0.625" Maximum load deflection criteria. PLUS@,VERSA-RIME, g ry( ) 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. i i i Page 1 of 1 i s BOISE, Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALC®9.5 Design Report-US 1 span I No cantilevers_1 0/12 slope Monday, July 23, 2007 09:58 Build 91 File Name: BC CALC Project Job Name: Schiestl Residence Description: FB01 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company:• BOTELLO LUMBER I Code reports: ESR-1040 Misc: I F ponalmanaaw)3-06-00 BO B1 LL 245 Ibs LL 245 Ibs DL 82 Ibs DL 82 Ibs f Total of Horizontal Design Spans=03-06-00 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 03-06-00 40 '10 03-06-00 Load Disclosure r Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 286 ft-Ibs 1.3% 100% 1 1 Internal be verified by anyone who would rely,on End Shear 128 Ibs 1.6% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U65091 (0.001") 0.4% 1 1 particular application.Output here based Live Load Defl. U86798 (0") 0.4% 1 1 on building code-accepted design Max Defl. 0.001 0.1% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 3.5 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 • I Design meets Code minimum (U360) Live load deflection criteria. (888)234-0056 before installation. Design meets arbitrary(0.625") 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 GLULAMTm,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) =Clear Span + 1/2 min. end bearing+ SYSTEM®,VERSA-LAND,VERSA-RIM PLUS®,VERSA-RIM®, 1/2 intermediate bearing VERSA-STRAND®,VERSA-STUDOare trademarks of Boise Wood Products, Connection Diagram L.L.C. r b d— a c F f a minimum=2" c=7-7/8" b minimum = 3" d = 12" r Member has no side loads. Connectors are: 16d Common Nails i i ` t Page 1 of 1 BOISE. Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP ; Floor BeamkFBO2 BC CALC®9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, July 23, 2007 09:58 Build 91 File Name: BC CALC Project Job Name: Schiestl Residence Description: FB02 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: I RN NA na na_nn BO 131 LL 473 Ibs LL 473 Ibs DL 139 Ibs DL 139 Ibs - r Total of Horizontal Design Spans=03-06-00 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 03-06-00 40 10 06-09-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 535 ft-Ibs 2.5% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 240 Ibs 3.0% 100% 1 1 -Left output as evidence of suitability for , Total Load Defl. U34800(0.001") 0.7% 1 1 particular application.Output here based Live Load Defl. U45006 (0.001") 0.8% 1 1 on building code-accepted design Max Defl. 0.0011, 0.2% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 3.5 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. ( ask questions,please call 888)234-0056 before installation. Design meets Code minimum (U360) Live load deflection•criteria. Design meets arbitrary(0.625") Maximum load deflection criteria. BC CALC®,BC FRAMER®,AJS- Minimum bearing length for BO is 1-1/2". . ALLJOIST®,BC RIM BOARD- 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 1/2 intermediate bearing VER A-STRAND@,VERSA-STUD®are trademarks of Boise Wood Products, 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 1 i. } i • i 1 Page 1 of 1 noises Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamT1303 BC CALC®9.5 Design Report-US 2 spans No cantilevers 0/12 slope Monday,July 23, 2007 09:58 Build 91 ` wFile Name: BC CALC Project Job Name: Schiestl Residence Description: FB03 Address: 19 Angus Way Specifier: / City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: / v 12-00-00 14-00-00 BO B1 B2 LL 3 Ibs LL 666 Ibs LL 60 Ibs DL 40 Ibs DL 395 Ibs - DL 90 Ibs Total of Horizontal Design Spans=26-00-00 r Load Summary - Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Reaction from Designs\FB02 ...Conc. Pt. (Ibs) Left 11-09-00 11-09-00 -472 139 k n/a 2 Reaction from Designs\FB01 ...Conc. Pt. (Ibs) Left 18-00-00 18-00-00 245 82 n/a Load Disclosure Controls Summary Value %Allowable' Duration 'Case `_ Span Location .Completeness and accuracy of input must Pos. Moment 983 ft-Ibs 4.6% 100% 16 2- Internal be verified by anyone.who would rely on Neg. Moment -755 ft-Ibs 3.5% 100%- 1 1 -Right output as evidence of suitability for End Shear -157 Ibs 2.0% 100% 16 2-Right particular application.Output here based Cont. Shear 309 Ibs 3.9% 100% 1 2-Left on building code-accepted design Total Load Defl. U6317 0.027" properties and analysis methods. ( ) 3.8% 16 2 Installation of BOISE engineered wood Live Load Defl. U10298 (0.016") 3.5% 16 2 products must be in accordance with Total Neg. Defl. -0.006" 1.3% 16 1 . current Installation Guide and applicable Max Defl. 0.027" 5.3% 16 2 building codes.To obtain Installation Guide Span/Depth 14.1 n/a 0 2 or ask questions,please call (888)234-0056 before installation. Notes BC CALC®,BC FRAMER®,AJST"', Design meets Code minimum (U240)Total load deflection criteria. ALLJOISTO,BC RIM BOARD- BCI®, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING SYSTEM®,,VERSA-LAM®,VERSA RIM Design meets arbitrary'(0.5") Maximum load deflection criteria. Minimum bearinglength for.BO is 1-1/2 ." PLUS®,VERSA-RIM®, 9 VERSA-STRAND®,VERSA-STUD@ are Minimum bearing length for 61 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 " L Connection Diagram b . d= c • • ' a minimum =2" c=7-7/8" b minimum = 3" d=12" f Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, t please consult a technical representative or professional of Record. t Member has no side loads. .,. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails k Page 1 of 1 r BoisE, Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamT1304 BC CALCO 9.5 Design Report- US 2 spans No cantilevers 0/12 slope Monday, July 23, 2007 09:58 Build 91 w File Name: BC CALC Project Job Name: Schiestl Residence Description: FB04 ��1 c� Address: 19 Angus Way Specifier: f/ 1 / City, State, Zip: Centerville, MA Designer: DAVID GREENLAW,` Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc:1,01 IN f i^„ r117 �e 14-00-00 A 14-00-00 BO 61 B2 LL 2 Ibs LL 659 Ibs LL 81 Ibs DL 54 Ibs DL 406 Ibs DL 88 Ibs Total of Horizontal Design Spans=28-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Reaction from Designs\FB02 ...Conc. Pt. (Ibs) Left 13-09-00 13-09-00 472 139 n/a 2. Reaction from Designs\FB01 ...Conc.Pt. (Ibs) Left 20-00-00 20-00-00 245 .82 n/a • Load Disclosure i Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 982 ft-Ibs 4.6% 100% 16 2-Internal be verified by anyone who would rely on Neg. Moment -759 ft-Ibs .3.6% 100% 1 - 1 -Right output as evidence of suitability for - End Shear -157 Ibs 2.0% 100% 16 2-Right particular application.Output here based Cont. Shear 310 Ibs 3.9% _ 100% 1 2-Left on building code-accepted design 0.027" 3.8% _ 16 2 properties and analysis methods. Total Load Defl. U6327 ( ) Installation of BOISE engineered wood Live Load Defl. U9971 (0.017") 3.6% 16 2 products must be in accordance with Total Neg. Defl. -0.006" 1.3% 16 1 current Installation Guide and applicable Max Defl. 0.027" 5.3% 16 2 building codes.To obtain Installation Guide Span/Depth' 14.1 n/a 0 1 or ask questions,please call (888)234-0056 before installation. Notes BC CALC@,BC FRAMER@,AJSTm, Design meets Code minimum (U240)Total load deflection criteria. ALLJOIST@,BC RIM BOARD- BCIS, Design meets Code minimum (U360) Live load deflection criteria. BOISE GLULAMT"' 'SIMPLE FRAMING Design meets arbitrary(0.5") Maximum load deflection criteria. SYSTEMS,VERSA-LAM@,VERSA-RIM Minimum bearinglength for BO is 1-1/2". PLUS@,VERSA-RIM@, t 9 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+ j 1/2 intermediate bearing i Connection Diagram b —d a t c t • • a minimum=2" c=7-7/8" {. b minimum = 3" d = 12" I Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, i please consult a technical representative or professional of Record. .t Member has no side loads. Concentrated loads are not considered in side load analysis.. Connectors are: 16d Common Nails - i • 4 Page 1 of 1 Bois' E, Triple 1-3/4" x 11-7/81' VERSA-LAM® 2.0 3100 SP Floor Beam\F1305 BC CALCO 9.5 Design Report- US 1 span No cantilevers 0/12 slope Monday, July 23, 2007 09.58 Build 91 File Name: BC CALC Project Job Name: Schiestl Residence Description: FB05 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: --- y 3 V V y vi 4 1 V V ir y v 1 "0 "0 1,71 1111111W�P WE 14-00-00 BO B1 LL 1120 lbs LL 1120 lbs DL 1706 lbs DL 1980 lbs SL 549 lbs SL 1371,lbs 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 Wall Load Unf. Lin. (plD Left 00-00-00 14-00-00 0 80 - n/a 2 Ceiling Unf.Area (psf) Left 00-00-00 14-00-00 '20 15 08-60-00 3 Roof load Unf. Area (psf) Left 06-00-00 14-00-00 10 30 08-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location'. Completeness and accuracy of input must Pos. Moment 14331 ft-lbs 39.0% 115% 2 1 - Internal be verified by anyone who would rely on End Shear -3730 lbs 27.4% 115% 2 1 - Right output as evidence of suitability for Total Load Defl. U496 (0.339") 48.4% 2 1 particular application.Output here based Live Load Defl. U926 (0.181") 38.9% 2 1 on building code-accepted design properties and analysis methods. Max Defl. 0.339" 67.7% 2 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 Design meets Code minimum (U240)Total load deflection criteria. (8 ask questions,please call 88)234-0056 before installation. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(0.5") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJSTM Minimum bearing length for BO is 1-1/2". ALLJOISTO,BC RIM BOARD-,BC16, Minimum bearing length for B1 is 1-1/2". BOISE GLULAMTm,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) SYSTEM@,VERSA-LAM@,VERSA-RIM Clear Span+ 1/2 min. end bearing+ 1 1/2 intermediate bearing PLUS®,VERSA-RIM®, I VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,. Connection Diagram L.L.C. b d a V 0 0 c e 0 0 a minimum =2" c=6-7/8" b minimum =3" d = 12" e minimum=3" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 / |. ! | BC CALCO 9.5 Design Report-US 1 span I No cantilevers 0/12 slope Tuesday, July 24, 2007 07:37 Build 91 File Name: SCHIESTL RES..BCC Job Name: Schiestl Residence Description: F1307 Address: 19 Angus Way Specifier: City, State, Zip: Centerville, MA Designer: DAVID GREENLAW Customer: Company: BOTELLO LUMBER Code reports: ESR-1040 Misc: 16-00-00 Total of Horizontal Design Spans 16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 40756 ft-lbs 58.2% 125% 4 1 - Internal be verified by anyone who would rely on End Shear 8398lbs 42.1% 125% 4 1 - Left output as evidence of suitability for , Total Load Defl. U366(0.524") 65.5% 4 1 particular application.Output here based Live Load Defl. U556(0.346") 64.8% 4 1 on building code-accepted design properties and analysis methods. Span/Depth 12.0 n/a 0 1 products must be in accordance with current Installation Guide and applicable Notes building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum (U240)Total load deflection criteria. (888)234-0056 before installation. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(0.625") Maximum load deflection criteria. BC CALCO,BC FRAMER@,AJS-i Minimum bearing length for BO is 2-5/8". ALLJOISTO,BC RIM BOARD TM,BCI@), Minimum bearing length for B1 is 2-5/8". BOISE GLULAMTM,SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) Clear Span + 1/2 min. end bearing + SYSTEMS,VERSA-LAM@,VERSA,-RIM 1/2 intermediate bearing PLUS8,VERSA-RIMO, trademarks of Boise Wood Products, Connection Diagram L.L.C. Connectors are:16d Common Nails | Page 1nf1 ! U � � . BC CALC® 9.2 DESIGN REPORT SUMMARY - US File Name: SCHIESTL RES..BCC Tuesday, July 24, 2007 07:48 Job.Name: Schiestl Residence Specifier: Address: 19 Angus Way Designer: DAVID GREENLAW City, State, Zip: Centerville, MA Company: BOTELLO LUMBER Customer: Misc: Designs Analysis Cautions Product #Memb. I Uplift Total Defl. Live Defl. Max Defl. Span Depth Designs F601 Passed No 1-3/4"x 11-7/8"VL 2.0 3100 SP 2 3---5- - -U65091 (0.001") L/86798(0") - 0.0011, 3.5 F1302 Passed No 1-3/4"x 11-7/8"VL 2.0 3100 SP 2 5---0- - -U34800(0.001") U45006(0.001") - 0.0011, 3.5 F1303 Passed No 1-3/4"x 11-7/8"VL 2.0 3100 SP . 2 55--09 - -L/6317(0.027") L/10298(0.016") 0.027 14.1 F1304 Passed No 1-3/4"x 11-7/8"VL 2.0 3100 SP 2 55--09 - -U6327(0.027") U9971 (0.017") )1 0.027" 14.1 F1305 Passed No 1-3/4"x 11-7/8"VL 2.0 3100 SP 3 (---.` - - L/496(0.339") U926(0.181") - 0.339" 14.1 F1307 Passed No 1-3/4"x 16"VL 2.0 3100 SP 3 - - U366(0.524") U556(0.346") - 0.524" 12.0 Girt A Passed Yes 1-3/4"x 9-1/2"VL 2.0 3100 SP 3 U--.f: 3454 Ibs -U1496(0.065") L/1775(0.055") 1 0.066" 11.2 Girt B Passed Yes 1-3/4"x 9-1/2"VL 2.0 3100 SP 3 799 Ibs -U1239(0.092") L/1559(0.073") ) 0.092" 12.0 Girt C { Passed No 1-3/4"x 9-1/2"VL 2.0 3100 SP 3 - - U816(0.132") L/1045(0.103") ) 0.132" 11.4 Girt D Passed No 1-3/4"x 9-1/2"VL 2.0 3100 SP 3 -U1293(0.084") L/1505(0.072") ): 0.084" 11.4 Girt E Passed No 1-3/4"x 9-1/2"VL 2.0 3100 SP 3 -U1360(0.071") U1779(0.054") ) 0.071" 10.1 Girt F Passed No 1-3/4"x 9-1/2"VL 2.0 3100 SP 3 9.r-.:( - -U4535(0.016") L/5283(0.014") )1 0.016" 7.6 J01 Passed No 11-7/8"AJS 20 MSR 1 -. -- - -U1106(0.152") U1383(0.121") - 0.152" 14.1 J02 Passed No 11-7/8"AJS 20 MSR 1 AS - -L/2051 (0.076") L/2402(0.065") ) 0.076" 13.1 J03 Passed No 11-7/8"AJS 20 MSR 1 (-.;--- - -U1348(0.116") U1685(0.093") - 0.116" 13.1 J04 Passed Yes 11-7/8"AJS 20 MSR 1 ( 70 Ibs -U1849(0.089") L/2258(0.073") ) 0.0891, 13.9 J05 Passed No 11-7/8"AJS 20 MSR 1 f::( - -U1488(0.113") U1948(0.086") ) 0.113" 14.1 J06 Passed No 11-7/8"AJS 20 MSR 1 -U1219(0.133") L/1524(0.106") - 0.133" 13.6 J07 Passed No 11-7/8"AJS 20 MSR 1 3-.f--- - -U6023(0.014") L/7529(0.011") - 0.014" 7.1 J08 Passed No 11-7/8"AJS 20 MSR 1 f'.'. -U1861 (0.087") L/2191 (0.074") ) 0.087" 13.6 J09 Passed No 11-7/8"AJS 20 MSR 1 - -L/1219(0.133") L/1524(0.106") - 0.133" 13.6 J10 Passed No 11-7/8"AJS 20 MSR 1 .'.(U- - -U2048(0.076") U2366(0.066") ) 0.076" 13.1 J11 Passed No 11-7/8"AJS 20 MSR 1 .'U 1-. 13 Ibs -L/2292(0.065") L/2735(0.055") ) 0.065" 12.6 J12 Passed No 9-1/2"AJS 20 MSR 1 ;:fE - - U1595(0.09") U1842(0.078") ): 0.091, 15.2 LOT 20 �O N 00 u o O a LOT 45 �� O. •o o m LOT 21 LOT 44 A.M. 251/47 AREA=20,015f S.F. o mac' sr p %1:5 N. s `,o FOUNDATION o T.O.F.= 75.0' �O ; LOT 43 F p i�oF h �h. P BENCHMARK: ; TOP OF CATCH BASIN ELEV.=72.50' (DATUM: G.I.S.f) i PREPARED FOR: PATRICIA DOWNEY C/0 SCHIESM FOUNDATION (AS-BUILT) CERTIFICATION #19 ANGUS WAY, CENTERVILLE, MA. AUG. 12, 2007 1 J# 1098FC SCALE: 1"_ 30' PLAN REF: 144 153 DEED: 7383 235 ®OAAAA � MacDou all Surve in ASSESSORS MAP 251 PARCEL 047 �NOF JAI �� 9 Y 9 • & Associates ZONING: RD—lop FLOOD ZONE: C ; ® �GiS7E9 9n P.O. Box 2428 1 CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN STEPHEN EXISTS ON THE GROUND AS SHOWN DOy'E Mashpee, Ma. 02649 � 037559 w ph. (508)419-1086 'ss o PQ fax. (508)419-1087 email: macdougallsurvey PROFESSIONAL D SURVEYOR DATE vvv @comcast.net `pfTHETp The Town of Barnstable Department of Health Safety and Environmental Services BARNSTABLE. MASS. ` 9 1659. �0 AlEO MPS A' Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r,zu n.-e Location j c1 1 ,, I 1 u s Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: (� P-,(-C X J AV 1e,1- k0a, n 4 PGsr� f f i �o3y Please call: 508-862-40-3&for re-inspection. Inspected by 1 L Date 3�c3 _,emu MARSTONS MILLS LOT 20 _ LOCUS MCP COVER TO �z- GRADE (typical) �� LOT 45 -® 6 �� 0N1 \� a r Y LOCUS MAP LOT 21 \� O ANOXIC TANK/SEPTIC TANK PLAN REF: 144/153 sQ t� \" DEED REF: 7383/235 PROP. U �� NO RETURN LINE ZONING: "RD-1" ASSESSORS MAP: 251 PARCEL 047 �v~ T 44 14OAK 3—BED. -5 AMPHIDROME REACTOR FLOOD ZONE: "C" / HOUSE GROUNDWATER PROT. OVERLAY DIST. ..M. 251 /47 ��? T.O.F.= A EA 20,015± S.F. =S PUMP CHAMBER \ _ 75.0 WITH 330 GALLON STORAGE CAPACITY I10"HOLLY `L =-_-_-_ - _ s ___—_ N. 0, _ _-- 3 '�`� SEPTIC SYSTEM _ _ _ _ VENT PIPE SYSTEM WITH CARBON- FILTER L� ____ -� g = - REPAIR/UPGRADE PLAN ASPHALT - - - - --- # _ DRIVEWAY `� \ LOCATED AT: ° 1 �� -�` TP#1 #19 ANGUS WAY �'° _ - - -_ - - - -� - �0 OBSERVATION CENTERVILLE MA. \. PORT ' QO J _ _ �\ �\ (typical � PREPARED FOR APPLICANT: O O-_=- W �'' �� UPOLE LOT 43 �1 . ° ' PATRICIA DOWNEY C/0 SCHIESTL MAY 14, 2007 EXISTING HOUSE AND SEPTIC r0 �\ �� \��� ,�!� REV. 05/29/07 SYSTEM (TO BE REMOVED) s0, N1 OS �� SCALE: 1 "=20' TP#2 ►►►.AAAA4 dF NOQ) ��,\V RA H.N �\� MacDougall Surveying ® �STEPHEN � : - C�;u�Ev & Associates TP 4 ,�� a DOY � ► No. 00W, �� P.O. Box 2428 �'�,P F. a� A� , _ �o Mash pee, Ma. 02649 BENCHMARK: ,PSQ -= Q � " S t�� PH. 508 419-1086 TOP OF CATCH ,of ,o ',a� .a fox (508�419-1087 BASIN ELEV.=72.50 GF, I email: macdougalisurvey@comcast.net (DATUM: G.I.S.±) , '�� JL-C # MA`CD1098 IFSHEET 1 OF 2 J#1098 e MARSTONS MILLS BLOWER 1S TO BE LOCATED WITHIN 75' OF THE AMPHIDROME REACTOR IN A SHELTERED LOT 20 •�, LOCATION AT AN ELEVATION HIGHER THAN THE TOP OF THE - Al 3� LOCUS AMPHIDROME REACTOR. Pa COVER TO - GRADE _- +� (typical) R0 LOT 45 d a LOCUS MAP �S� O ANOXIC TANK/ LOT 21 �� ^p S c'' SEPTIC TANK PLAN REF: 144/153 �'D DEED REF: 7383/235 \ ? � � ZONING: "RD-1" PROP. ® RETURN LINE ASSESSORS MAP: 251 PARCEL 047 L T 44 141)OAK 3-BED. AMPHIDROME REACTOR FLOOD ZONE: "C" �� HOUSE F. • GROUNDWATER PROT. OVERLAY DIST. A.M. 251 /47 AREA=20,015± S.F. O 75.0' _s ® CLEARWELL CHAMBER 1,000 GALLON CAPACITY �O ��� ____ s 10"HOLLY c, ________ _- �� __ 3 ��• o� SEPTIC SYSTEM __ _ _ _ _ ________--___ - �� VENT PIPE SYSTEM ASPHALT` Q�y��,A WITH CARBON FILTER REPAIR/UPGRADE PLAN _- #1 9 DRIVEWAY `� LOCATED AT: s� ° =_-- - -- ��_- `�O °� ' TP#1 \ 419 ANGUS WAY . p � 0 , =_____--= -- '' OBSERVATION CENTERVILLE, MA. - PORT O O= ___- �� ' ,''' �` ` ►►AAA PREPARED FOR APPLICANT: W. jcS ►►�P`�H o����SS SOLE LOT 43 '� ° _=__ =i �`� - . ,°" ' y i�o��aP�G�SrEgFo��Gm�� PATRICIA DOWNEY STEPHEN J. N ► C/0 SCHIESTIL W ^M #375ss P MAY 14 2007 `3 -:. REV. 7/3/07 EXISTING HOUSE AND SEPTIC � � \ '�� \\� SYSTEM (TO BE REMOVED) s0, �1 �,p, 0 ,0 �� , \ SCALE: 1 =20 NOTES: LL �� �\ �� �J L o G LEY �� ON l � 35101 MacDougall Surveying TANKS AREA NOT FURNISHED BY �� r F.R. MAHONY & ASSOCIATES. ��� �F Rio ��� & Associates TP#4� •MUST BE APPROVED ,,�,� I F P.O. Box 2428 F RN KS MAHONY & ASSOCIATES BY BENCHMARK: \ P�Q`Z`P �$ Mashpee, Ma. 02649 '..y PH. 508 419-1087 TOP OF CATCH F fax (5083419-108 BASIN ELEV.=72.50' �' GF, email: macdougalIsurvey@comcast.net (DATUM: G.I.S.f) , �� JL-C # MACD1098 SHEET 1 OF 3 TOP OF FOUNDATION COVERS TO FINISH GRADE ELEV.= 75.0' 10' MINIMUM 3" LAYER OF' WASHED STONE OR FILTER FABRIC .,,,..,.,... ............. „ .,.,.. EL= 73.0 ........:::::::. ,.,....,..,...,,....,,..,.,..., EL= 73.0 ..................... ..,.,....,..........,.....,..M- INVERT ,..... 2"0 .. 4" SCHEDULE 40 P.V.C. OR EQUAL EL= 70. OBSERVATION CLEAN SAND FILL 9" MIN. PITCH 1/4" PER FOOT PORTS PER 310 CMR 15.255 MIN. � o _ oo 0 0 00 00 0 00 a 00 0 o00 INVERT INVERT 1 - - •` -` -SEE PAGE 3 FOR-DETAILS-OF AMHPIDROME-SYSTEM' ` - _ 0 0 0 0 0 ° 0 0 0 0 ° 0° o0 0 0�►� N �VE T�PIPE EL= 71.25 10" " o o0 00 0 00 00 0 00 000 00 00 o°O�o�o°�o00 0°�o000 0 o go�°o SYSTEM EL= 71.50 8 o °o° o o 0 0 o 0 °o 0 0 0 0 0 o p0 o .o B B � om..0 A 'O �'O oo° .o d .o .o m° o o 4P 00 00m 00 o00oocb00000Qb00 cp 0 0o00ooap.O0oofto0000 00p0, omoft EL= 69.3 SEWERAGE SYSTEM INVERTS AND CONSTRUCTION DETAILS TO BE PROVIDED 30.0' BY ENGINEER AND F.R. MAHONY 3/4" TO SOIL ABSORBTION (TRENCH FORMATION) Z WASHED STONE iq SYSTEM (S.A.S.) 15.O', X 30.0' PROFILE OF BOTTOM OF TEST HOLE ELEV.= 61.0' SEWAGE DISPOSAL SYSTEM (NO GROUND WATER) (NOT TO SCALE) GENERAL NOTES TEST PIT RESULTS: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P., OBSERVATION HOLE #1 EL.=73.0 SOIL TEST DATE: 05 08 07 TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 73.0 IELEV, DEPTH IN. HORIZON TEXTURE COLOR MOTTLING JOTHER B.O.H. AGENT: DONALD DESMARAIS FOR SUBSURFACE DISPOSAL OF SEWAGE. 72.25 0-9" A SANDY OAM 0YR3 2 ------ ---- SOIL EVALUATOR: BRUCE G. MURPHY, R.S. 2. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 70.0 9-36" B SANDY LOAM10YR5 6 ------ ---- EXCAVATOR: RON'S EXCAVATION CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE 61.0 36-144" C MEDIUM SAN 1OYR6 8 ------ UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY - MUST WITHSTAND H-20 LOADING. NO GROUNDWATER ENCOUNTERED - * NOTE: NOTIFY MACDOUGALL SURVEY 48 HOURS PRIOR TO INSPECTION 3. UTILITIES SHOWN ON PLAN ARE APPROXIMATE ONLY, THE EXCAVATION CONTRACTOR SHALL CALL "DIG-SAFE" AT OBSERVATION HOLE #2 EL.=73.0 1-800-344-7233 AT LEAST 5 DAYS PRIOR TO ANY EXCAVATION PERCOLATION RATE <2 MIN./IN. TOP AT 42" DESIGN DATA TO VERIFY LOCATION 73.0 ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 3 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE NUMBER OF BEDROOMS........._ OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 72.25 0-9" A SANDY LOAM 10YR3 2 ------ ---- GARBAGE DISPOSAL......::..... NO 5. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE 70.0 9-36" B SANDY LOAM 10YR5 s ------ ---- TOTAL ESTIMATED FLOW OVER THE S.A.S. AND DISTRIBUTION BOX. 61.0 36-144" C MEDIUM SAN 1OYR6 8 ------ PERC (110 GAL./BR./DAY X 3 BR.) 330 6. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF NO GROUNDWATER ENCOUNTERED 330GPD X 200� = 660 GAL SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE USE 1500 GAL. SEPTIC TANK THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. OBSERVATION HOLE #3 EL.=73.0 7. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 8. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS 73.0 JELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. 72.25 0-9" A SANDY LOAM 10YR3 2 ------ ---- H OF ----- ---5 6 0 9-36" B SANDY LOAM 1OYR - ��� s9 9. LOCUS PARCEL 047 ON ASSESSORS MAP 251 IS NOT AFFECTED BY 70. �y -SOIL CLASSIFICATION................._-1 A SPECIAL FLOOD HAZARD AREA. 61.0 36-144' C MEDIUM SAN 10YR6 8 ------ g OHN G " r. s• ULEY `� DESIGN PERCOLATION RATE..... <z � �N. 10. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION NO GROUNDWATER ENCOUNTERED �I dq 0 �` EFFLUENT LOADING RATE.........__74___ TO MACDOUGALL SURVEYING FOR B.O.H. AND DESIGN REVIEW Y a. 101 REQUIRED LEACHING CAPACITY.....33_0 GAfDAY AND APPROVAL. OBSERVATION HOLE #4 EL.=73.0 o a LEACHING CAPACITY PROVIDED.....333 GAL DAY .a 11. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND PERCOLATION RATE <2 MIN./IN. TOP AT 42" / F�� ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 73.0 IELEV, DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER S' WORK ON THE SITE. ANY CHANGES REQUIRE NOTIFICATION 72.25 0-9" A SANDY LOAM 10YR3 2 ------ --- BOTTOM: (15.0' x 30.0')(.74)= 333 GAL/DAY TO MACDOUGALL SURVEY FOR APPROVAL. 70.0 9-36" B SANDY LOAM 10YR5 6 ------ ---- TOTAL= 333 GAL/DAY 12. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 61.0 36-144" C MEDIUM SAN 10YR6/8 ------ PERC WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT N0 GROUNDWATER ENCOUNTERED IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. JL-C # MACD1098 REV. 7/3/07 MAY 9, 2007 SHEET 2 OF 3 PIPING AND CONDUIT NOTES: ' I. ALL INTERNAL PIPING SUPPLIED BY FRMA AND INSTALLED BY OTHERS 3/4"AIRLINE TO BLOWERS WEATHERPROOF ' 2.ALL EXTERNAL PIPING AND CONDUIT SUPPLIED AND INSTALLED BY OTHERS, (SUPPLIED BY FRMA) EQUIPMENT UNLESS OTHERWISE NOTED ON PLAN. BLOWER ENCLOSURE ELECTRICAL-POWER TO SYSTEM 3. ELECTICAL PENETRATIONS INTO TANKS MUST BE SEALED TO PREVENT CORROSIVE SEWERAGE SYSTEM INVERTS AND POWER CORDS AND FLOATS ARE y-TELEPHONE SERVICE GASES FROM ENTERING CONTROL PANEL CONSTRUCTION DETAILS TO BE PROVIDE , WIRED DIRECTLY TO CONTROL PANEL �� TELEPHONE&ELECTRIC TO BY ENGINEER AND F.R. MAHONYE BE IN SEPARATE CONDUIT E CONTROL PANEL • NEMn ax OPTIONAL NEMA 4X CONTROL , CABLE CONDUIT PANEL FOR OUTDOOR MOUNTING (I 1/2"-MINIMUM ' 75, CMAX) r NOTE:WATER TIGHT BOOT /2"VENT TO LEACHING FIELD " (SEALED WITH HYDRAULIC CEMENT) CONTINUOUS SLOPE-SEE NOTE 9 TYPICAL'FOR ALL TANK PENETRATIONS RETURN&BACKWASH ' NOT BY FRMA TO.CONTROL PANEL QUICK ' TO BLOWER/ -TO CONTROL PANEL w DISCONNECT, REACTOR E DIFFUSION BAFFLE BURIED RISER COVER )-5 6'79' - .4'-6' 4- INLET INFLUENT 6'-3' LINE EFFBACKWASH& 7R �.T L NTPUMPS AL TA K WALL-77 - ft 7777-7, 7— t - F , , • 8' WEATHERPROOF ENCLOSURE FOR'CONTROL PANEL AND BLOWER r - (OPTIONAL ENCLOSURE SUPPLIED BY FRMA SHOWN) -- 13'-1' ._,• OTHER OPTIONS INCLUDE: • 2000 GALLON ANOXIC-TANK I. WEATHERPROOF CONTROL PANEL INVERT SLIGHTLY ABOVE 2. CONTROL PANEL LOCATED INSIDE GARARGE OR HOUSE - •<+ ELEVATION OF,TOP OF MEDIA • RISER COVER TO BE : BURIED 6"BELOW GRADE "3. ROCK ENCLOSUREENCCLO URETH REMOTE EFOR BSS LOWER 24"MEDIUM DUTY CAST IRON BOLTED - ., - ,: MANHOLE COVER To GRADE(TYP> ' `y FINAL ENCLOSURE TYPE AND LOCATION FINISHED GRADE` AIRLINE To BLOWERS ( (WITHIN 75' OF CLEARWELL) MUST BE 2"VENT TO LEACHING FACILITY V N4 APPROVED BY FRMA a. • -' } UM DUTY CA 7 l / �/ '-24"MEDIUM CAST IRON MANHOLE COVER TO.GRADE ` , (TYP 2 LOCATIONS) - — 4"RETURN "' _... - . . BACKWASH ,. .� ;.------------�—.—yam•. _ 1_ _ jy -' MIN.VOLUME-200GAL., : - -' -., • .. _ — -------- — ---MINWATER LEVEL—_ - ~._ - + - .. - ' QUICK DISCONNECT VALVE : 1. • ,. � q FOR.EFFLUENT PUMP .. O 00000 - C - . 12' ,6 CHECK V E y : —�• --�T,'T•. — — T ------- '`` DIFFUSION i'---. - - 9'-11' i'•.*yi ='+is 4.z' - - •r, BAFFLE OVERALL HEIGHT 4'-2-(4'-0- MINIMUM) - y �.. W-11' 1000 GALLON TANK GENERAL NOTES: 2000 GALLON ANOXIC TANK 1. TANKS ARE 4000 PSI CONCRETE-STEEL REINFORCED. ,....•. .-t. 2. CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND ACI 318-16-4.5.2. PROFILE (NITS) DISCHARGE PUMP 3. TANKS ARE TO BE APPROVED FOR USE IN F.R. MAHONY AMPHIDROME SYSTEMS BACKWASH/RETURN PUMP k� ,• APPROVED TANK SUPPLIERS LISTED ON THIS DRAWING. 4. TANKS ARE NOT VIDED By MAHONY 5. TOP OF REACTOR PISOLO LOCATED AT FINISHED GRADE.AANOXIC TANK DEPTH SHOULD FRMA APPROVED TANK SUPPLIERS: 4'• �� �f ~ BE COORDINATED WITH REACTOR INLET 1. MERSHON CONCRETE BORDENTOWN NJ �� OH 6. BLOWERS AND CONTROL PANEL MUST BE LOCATED IN A WEATHER-PROOF ENCLOSURE. 2. SCITUATE RAY PRECAST, MARSHFIELD, MA P AS- LEY + (SEE NOTE THIS SHEET) `" cs� 7. BLOWERS MUST BE LOCATED AT AN ELEVATION HIGHER THAN THE TOP OF THE REACTOR . A� N `51G'1 8. ALL ELECTRICAL JUNCTION BOXES MUST BE LOCATED AT LEAST 18" ABOVE GRADE - �F BELOW-GRADE JUNCTION BOXES ARE NOT PERMITTED. S 9. VENT PIPING MUST HAVE CONTINUOUS SLOPE TO LEACHING FACILITY iJL-C # ,MACD1 O98 . REV. 7/3/07 MAY 9, 2007 SHEET 3 OF 3 `