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Home My WebLink About0045 LOOMIS LANE �s� � � � �-��= � � y 'Ile r a Commonwealth of.Massachusetts Sheet Metal Permit lYfap�` yC/Parcel�,� , Date: X"' Permit: PERMIT Estimated Job Cost: $ iv 09 Permit Fee: $ a .16�2 Plans Submitted: YE N r- Plans Reviewed:, YES NO i VA 6F BARNSTABLE Business License#� 7r Applicant License# Business Information: Property Owner I Job.Location Information: Name: 'CC_ -b 1'�' Name: Street:" 1'O - bk �?d Stseet: S GCaW�TS1itlL City/Town: C�l City/Town: y1'1 Tel � �P7 Telephone: � Photo I:D.required/Copy of Photo.I.D. attached: YES NO Staff Initial ' J4/ unrestricted license J-2/M-2-restricted"to dwellings 3-stories or less and commercial up to 10)000 sq.. ft /2-stories or less • i i Residential: 1-2 family& Multi-family Condo%Townhouses Other. Commercial: . Office Retail" Industrial Educational j Fire Dept. Approval Institutional_ Other. Square Footage. under.10,000.sq.,ft. over 10,000 sq. ff. Number of Stories: Sheet metal work to be completed:- New Work: Renovation: HVAC _ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description.of work to be done: Ll1(11 11 *�i Vim-yn i r INSURANCE COVERAGE: I have a current liabilitv.insurance.policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes❑, No ❑ i If you have checked Yo,:indicate the type of coverage by checking the appropriate box below: L A liability insurance po.l Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am;aware that the licensee goes not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that mysfgnature on this permit application waives this requirement I ( . Check'One Only Owner ❑ Agent ❑ i Signature of Owner or Owner's Agent By checking thisbo xo,I hereby certify that all of the details and information l have submitted(or entered)regarding this application are tnie.and accurate to the best of my knowledge and.that ail sheet metal work and installations.performed Under the permit issued for this.application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required:prior to insulation installation:YES NO Progress Insgeetions Date Comments Final.Inspection �� Date Comments Type of License: 3y ❑Master title El Master-Restricted :,'ItylTown ❑Journeyperson . Signature of Licensee permit# / L []Journeyperson-Restricted License.Number:S p ZC/ e =ee$ El Check at www,rr>ass:ggv/dal. nspector Signature of Permit Approval o� x��amlrrarrruen��t o�'1V.�a�'.sa�usr - Departtn4mt of Inebutrial Accidents - - e Of I estkm bons - 600 WasMagtbn S&eet Boston,1G A 02 U1 wH�ti�mass�gmi"math r Worker-s' Campensat anIns=nce tdavit:B-ilders/Gong:ctors(El-ectricianslPTumbers Applicant Infartnafinn Please Ptrint h Na ro i kman E ' Ad&t � a O City/Slat&Zip=. C f (.1! ) 11IOI. 0Z-G 3 5.—Phone 9- r �Are you an employer?Check.the appropriate bow I l ft d) T of project "-4 Iama employer Withj4_ r 6- Q New �oa employees full and/or mime. * havelthe sub-contractors. 2_❑ I am a sore proprietor at partner- ship listed on the attached sheet. 7_ Remodeling ship and have no employees These mb-contractors have g_ El DeniolitibUs w for me in an c ci r ennpluyees and have,workers' working Y S_ ❑Building addition 1, [No•WQrkeiS',COtrlp:lnvzrance com MSUMM .. .. . 5- 'We are a corporation and its 10.0 Electrical repairs or additions �-❑ I am a homt3ov�ner doing all wards of=s hnm e�rcised their 1I_.Q Plumbing repairs or additions. £ o works:s' zs�t of ptionper MGL �1 [N �- 12_E]iZoafrepaas , immn nrerequired-]I c-152, §1(2} and wehmmna employe -[Na�aorkets' 13_E]other . camp_insmacerequired_] *A-ay anpucmt that checks boa TMl mnsY also El out the section below shawvag ibex wodken�compensation policy infnmrdios ll meawners crho submit this affidavit inEcAmr trey ace daing aglvu5c and tbea bite outside contiacmm— submit anew affldsvk in dics mg snrh- +Coatmcmrs thst check this boa mrssrt attached sa additional sheet shoe -the nsmye of fe sub-omft�and state whether ornat ihnse edifies have Mnphryees_ if the snbtouti aom bate employers,they must gruvide their warleM'Comp.policy nuxphez .Tarn art employer that isprm i ivorkets'cortrputsntt4n irmlraace for my amphayem Belgty is thepa&y and job situ art,for madon— Insurance CotnpanyN=e: Policy 4 or Self-iizs_Lid 3 Expiratioz< 1te. 1 Job site Adder: 7 L ifs Ciy"Szip tateyryi 1L' tf#ach 2t.copy of the workers'compensation policy declaration page(sh�the policy number and expimlion date). Failum.fo secure covitrage as regmred.umder Section 25A o€MGL c. 152 can lead to the imposition ofcrimival penalties of a fine up to$1.50t}_Oa and/or Me-yearimprivonment as well as cix ii penalties in the fom of a STOP WORK ORDIRand a'fine of up to$250_00 a day against the violator_ Be advised that a copy of this staatement maay bf forwarded to.the Office of. Imrestiptions of IA for e;coverage vm-ficatiozL I da here it- tits and-Pena of P erjur}�iltatfhe in orrrtatian pron2dsd ,e rs:hire and correct Sima Date:-777 t Phone#: ':7 Offrc.-iat use ar£y. Iarr teat write in this area,to bs campleted by city or town O ieiaL f City or Town: PermitUcense# Issuing dntharity(tarde one): I,13aard of Health 2.$urIiiing Department I City1rd'?m Clerk 4:EIe etrical inspector S.Pluurbiug ctou .6.Other. Contact Persazi; Phone#: 6 . 4 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute, an ernployee is defined as"._.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the Iegal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds-or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal Licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance,coverage required'- . Additionally, MGL chapter 152, §25C(7)slates"Neither the commonwealth nor any of its political subdivision shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority_" Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certri.:ficatc(s)of . insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(L LP)with no employees other than the members or partners,are noire Taired to carry workers' compensation mi suraiace. If an LLC or LLP does have employees, a policy is required, Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insu ancz Coverage- Also be sure to sign and date the atidavit 'Ihe affidavit should be retumed to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. I Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Sel'insured companies should enter their self-insura„celicense number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has pro�2ded a space at the bottom of the affidavit for you to ill out is the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications is any given year,need only submit one au:davit indicating current policy information(ifnecessary).and under"Job Site Address'the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped of marked by the city or town maybe provided to the applicant as proof thata valid affidavit is on file for future permits or licenses A new affidavit mist be frilled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial.venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affida-vit The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonnwitan of M ssachusetts Department cif Industdal Accidents Office of Uaves-Upt Ga,5 640 Washi-ngtoan gb=t Boston,MA 02111 T( IL A 617 727-49-O W 406 or I-977-MASSAF E Revised4-24-07. Fax 617-`27-7749 W -1a=_gavfdia o�IHETown of Barnstable . Regulatory Services I HAR GTAkM w+ea Thomas F.Geiler,Director . Building Division Tom Perry,Building:Commissioner 200 M4in.Street;Hyannis,MA 026G1. www.town.barnstableima.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize l cV\GJ- �i� to act.on my behalf, in all matters.relative.to;:work:authorized by this building,permit (Address of job) *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and'pools are not to be Ztilizedd until all final inspections are performed and accepted: Signature of Owner Signature of Applicant e e c fCL e_ Print Name Print Name Date Q:FORMS:OWNERPHRMTSSIONMOLS } Aug, 12. 2014 8. 02AM DOWLING & O' NEIL INSURANCE No, 1843 P. 1 Client#:42706 2PASICMK ACORD. CERTIFICATE' OF LIABILITY INSURANCE DATE(MWDDNTYY) 0611212014 THIS CERTIFICATE IS ISSUED AS A MATTER OK INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE"COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONT C - NAME: Dowling& D E 508 775-1620 ac No; 5087781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 IN$VkER(61 AFFORDINO COVRRAOE NAIC 9 Hyannis,MA 02607 INsvr+EaA:Acadia Insurance INsuREo The Hartford MK Paslc Plumbing&Heating,LLC INSURER : PA Box 830 wsuaeR C: INSURER D; Cotuit, MA 02635 INSURER S: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH R5SPEC r TO WHICH THIS CERTIFICATE MAY OE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- LIMITS SHOWN MAY HAVE BEEN REDUCED.BY PAID CLAIMS- ' LTR TYPE OF INSURANCE DD Ua POLICY NUMBER par.- Ip PO IC LIMITS A GENERAL LIABILITY BOA501725012 0101/2013 10/0112014 EACHoccuRRENce s1000000 X COMMERCIAL GENEW LWa LITYgel MMIMEP, NTCD $5O OOO CLAIMS-MADE a OCCUR MEDW(My one arson $5 000 r PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2 000 000 GEN'LAGGREGATE LIMIT APPLIES PER PRODUcTS-comp/op AGG s2,000,000 POLICY P Loc $ AUTOMOBILE LIABILITY COMBINED SINGLE UMIT A MAA601644912" 0/01/2013 10101/201 E. ANY AUTO BODILY INJURY(Per person) S ALLO VNEO SCHEDULED AUTOS X AUTOS BODILY INJ_URY(Peraoddpnl) $ X MR>;oAUTOS X ANUNO-0VYNEO PR PER DAMAGE $ LIMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MAOS AGGREGATE $ DED RETENTION $ B WORKER6COMP8HSATION 08WECI=H6935 6/06/2014 06/06120U X WCSTATU- OTH- AND EMPLOYE7RS'LIABINUTY YIN J1L ppNF:y = 9E'iE>< t 9 EL.EACHACCIDCNT 600 000 OFFIG EM CT E ECUTIV[:� N/A (Mandelory In NH) E.L.DISEASE-EA EMPLOYFe sSOO OOO I/yea,describe under DESCRIPTIONOFOPERATIONSbelwr EL DISEASE-POLICYUMIT $500000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ANach ACORD 101,Addlllonal Remarks Schedule,Irmore spaco Is ragVlrel) ^.K Insurance coverage Is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained In the certificate of Insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions, y � 1 4 V ,tip CERTIFICATE HOLDER CANCELLATION C1 L Town of Barnstable SHOULD ANY OF THE ABOVE bESCRIeEO POLICIES BE CANCELLED BRE. THE EXPIRATION DATE THEREOF, NOTICE WILL BP DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis;NIA 02601 AUTHORIZED REPRESENTATIVE tfY�- O 1960-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #8135366/M135347 JRS 'COMMONWEALTH OF,MA$ -HUSETTS j . B©ARDOf & ;SHEE METAL` WORKERS ISSUESFOLLDIJI M£� L f DENSE 4 A5, a1A'STER CTED` 60t . CLA1#SIEL,Ep , (" kk ?7� e SOT i,ANE ft xs r fI Z S 1p t °r�ao26 r . 2,13454�� t i COMMONWEALTH.OF MASSACHUSETTS ' • • • - . ,SHEET Atlr7AL WORKI~RS SSLIESTHEs F OLLOW11alYG LfC^ENSE , 4 , AS A 1ASTER UNRESTR I CITED �I!GHAELK PAS I C �6 � 0 CLA�S}} L� PO1 NT W J } =Y � �A o2635 3429 s � 0 h �� -/1, ASSESSORS REF.: Edge Of Lake Located'30/SEP/05 Map 230, Parcel 104 /j Elev=32.9' (NAVD '88) Qo� ZONE: RD-1 J�' s Setbacks: Front 30' cLA �; I Side 10' Rear 10' � I FLOOD ZONE: Beach Edge of Wetland as See Plan Flagged by ENSR 181OCT105 Based on Map # 25001CO562J July 16, 2014 7 oaf 9 I O-Z" OVERLAY DISTRICT. o os GP — Groundwater Protection District 11.0' '14— c 1. �. 1 F10 / �° F 11.0' #45 ec,•. 77.3' 26.1' ,..: New Concrete O FEMA Zone Line Foundation See Map #25001 CO562J roF E1=44.2' NAVD 88 ��w. Effective Date July 16, 2014 vJ Lot 3 _ 29,950±SF To Water Line 26,950±SF Upland 119.00, -� N/F S79 31'18 ry ,E o of 11ASS4�y` Allen N Morell oaf fir � II � d 00 N `° mF Co 0o RICHp,RO R a rn o -Tj EUREVX LW a L j4312 o C0 0 0 ao� rt On N co ZE L L� U N � O N I certify that the foundationX. r shown hereon conforms to the setback requirements of the. Zoning Bylaws of the town of Barnstable. PLOT PLAN Of 45 Loomis Lane NOTES: BARNSTABLE ` 1.) .The structures shown were located on the ground (Centerville)MASS. by conventional survey methods .on (or between) 30/SEP/05 and 08/DEC/14: DATE: 10/DEC/14 SCALE.1"=40' ' 0 10 20 30 40 60 80 FEET 2.) The property line information shown hereon was compiled from available record information. , PREPARED FOR: Eric & Simone Fischer 3.) This plan is not for recording and is not to be Ln Homeward 48 Homew used for construction layout or deed description Walpole rd Ln purposes. p ' 081 PREPARED BY: Cap'eSu, rv * 23 West Bay Rd, Suite G Osterville ,MA 02655 DWG #: C656-1g1 cppl FIELD BY. RRL/WHK/KAR (508) 420-3994 / 420-3995fax ............ ........ . . . �oFtHeToyy� Town of Barnstable Building Department-'200 Main Street ax °rFaMP+6 Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy r Permit Number: B-2014-06456-1 CO Issue'Date: 7/7/2016 Parcel ID: 230-104 Zoning Classification: RD-1 Location: 45 LOOMIS LANE, Proposed Use: 1010 CENTERVILLE Gen Contractor: TIMOTHY.L. KAUTZ Permit Type: Residential- Comments: L Building Official Date: . °t s TOWN OF RNSTABL,EBu"'ildim r. 201406456 BARNSTABLE, Issue Date: 10/23/14 Permit 9 MASS. �ArFO 1�A� Applicant: BOURQUE&COLE Permit Number: B 20.142883 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/22/15 Location 45 LOOMIS LANE Zoning District- RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 230104 Permit Fee$ 6,630.00 Contractor BOURQUE&COLE Village CENTERVILLE App Fee$ 100.00 License Num 057382 Est Construction Cost$ 1,300,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 3 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner oh Record: FISCHER,ERIC J 8 SIMONE S BUILDING SMALL NOT BE OCCUPIED UNTIL A FINAL Address: 48 HOMEWARD LN INSPECTION HAS BEEN MADE. WALPOLE,MA 02081 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWAl K OR.SN', ART THEREOF,°EITHER ORARH.Y P A L .ENCROACHMENTS ON.PUBLIC-PROPERTY,NO ,SPECIFICALLY PERMITTED UNDER TILE BUILDING CODE,MUST`BE APPROVED BY THE JURISDICTION-STREET OR ALL Y`URADES 'W L AS DEPTH AND'LOCATION"OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS;.THE ISSUANCE OF-THIS PERIv1IT DOES NOT RELEASE THE'APPLICANT FROM THE CONDITIONS OF.ANY APPLICABLEBUBDIVISION' RESTRICTIONS: MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALI.CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING 1S INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6,INSULATION. 7.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. 1 PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. f PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 1 B 6 -® IF MIS J BUILDING INSPECTION APPROVALS' PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 C_W�.r LL TffIII IY 4� 3/�fi,'l1 2 2 Neco prF-�ypg,vt; 3 8F•j�- (:!q 7 f Z/i` 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board,o Health 510-e I/P CD Ov t k. s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 Parcel />il Application Health Division Date Issued D 2-3 1`{ Conservation Division Application Fee �Jz�► y Planning Dept. Permit Fee ? .,(D )J 00 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Loom a�s f'A-N e— Village -C�Y'�� r Owner ERte.-r ,St4-A0*J6 F;,1gC hV_0P Address 0Xv4ewAA-D440e. 4 /N o% Telephone 56 81 dlo Permit Request l cmc)14 t3pi a EK i.5 w !, h odA5e- CDAMS�4XJ;QA2 0-f /t Square feet: 1 st floor: existing proposed cA600 2nd floor: existing proposed; 7P3 o al neia d 7a-.3 Zoning District Flood Plain Groundwater Overlay ,/ Q Project Valuation / JA4,f1iroAJ Construction Type 0®0-b F0444e_ Lot Size �`r,�✓�� Grandfathered: ❑Yes ❑ No If yes, attach supporting docum-�_Zntation. Dwelling Type: Single Family I& Two Family ❑ Multi-Family (# units) ': Y Age of Existing Structure Historic House: ❑Yes 2'IVo On Old King's Highway:C0 Yes Ca'No. Basement Type: M Full &Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ,w_T oe Number of Baths: Full: existing new Half: existing new c� Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new J� First Floor Room Count Heat Type and Fuel: ZGas ❑ Oil ❑ Electric ❑Other Central Air: Comes ❑ No Fireplaces: Existing New oZ Existing wood/coal stove: ❑Yes 3,No Detached garage: ❑ existing 2'n"ew sizL`Oool: ❑ 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 34 If yes, site plan review# Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) i Name-BGU2QyE4(2r0e_ Co3+0f*1 komns Telephone Number 50EJ&7 /y87 I' Address ?.(�. I 1 ax /60S License# D 57,T�-D- mAAS�o13S i�� ) is H►q Daby� Home Improvement Contractor# 109751 Email too ��boc�roue�4v�c�Ge(e, Cori Worker's Compensation # Z�D®/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T->"Un D)S,040SA� SIGNATURE DATE I_Z/ I FOR OFFICIAL USE ONLY yo APPLICATION# " DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE G ` h OWNER j 4 DATE OF INSPECTION: " FOUNDATION ►c �lIIY 65a .sc ams o oIzAw 3, FRAME 5C � t'oh-7 r INSULATION a _ II FIREPLACE o �UIS ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. '. Office of Consumer Affairs&Business Regulation License or,registration valid for mdividul use only 44 - ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration 109751 Type: Office of Consumer Affairs and Business Regulation o ;Expiration 9[24/2016:j Partnership 10 Park Plaza-Suite 5170 BOURQUE&COL E CUSTOM HOMES&REM. Boston,MA 02116. : F i JOHN BOURQUE 71 80 CROCKER RD, WEST BARNSTABLE, MA`02668 Undersecretary Not valid with t signature Massachusetts _.pe Board of'B partment of Public Safety wilding Regulations and Standards Construct* and isor License: CS-057382 JOB N D Bp URQU � SO CROCKER R� r W 13ARNSTABLE = ' MA 026�6g - I Commissioner Expiration I 07/27/2015 t I Town of Barnstable Regulator Services • . xsrlpT T Thom as F, Geil er, Dirertar = Building Division Thomas Perry, CB0,building Commissioner .200 Main Street, Hyannis,MA 02601 . . . �Ww.town,harnstah]ama.us 02kz: 508-862--4038 Fax: 508-790-5230 ' PLAN REVUE Owner: `�=SCE C Map/Parcel: ,S3C) Project Address tIS LO6MSS LA1, Builder: AO(AgQ C tC() The following items .sere noted on reviewing: ?p-6Tf—CriafJ REuMR-Eb Fvr- �. J oSSTS Dv cue r_e6&9�5 PA• Z u 5E n Fo K SMM kAr-E 0(z M EC-r4ksjzcAL.S C� GAGE . QCC-L k 2p B :E- S Pt'C-'e o A3 LY J4A GT--FA-QLJE) 3O Lz=s FR— F gores P-C- MT"£r-T ICJ FFEbEt-�- ,,, ComPLE.7 ° Review b Date. The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ,�D u g y Ed Ne L osibm 146 m e s n- Address: City/State/Zip: ql'& 1119 QL Vff Phone#: ate'B,3LD I W Are you an employer?Check the appropriate box: � Type of project(required): 1.21 am a employer with_� 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ��Q'ew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees Th sub-contractors have ____.._._.. .--�---___��.w_-._---__..ese..--.._-- workingfor me in an capacity. employees and have workers' y p �'• t 9. ❑Building addition [No workers'comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.],t c. 152,§1(4),and we have no employees. [No workers' 13.F1 Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ 6,ey1 lr—widy eA6J«/2,_L l/ Policy#or Self-ins.Lic. tj t® /$�5 Expiration Date: 4ne2 / Job Site Address: , 4S L. >z>m S City/State/Zip: &L4ee0,11,e JK Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c under r penalties of perjury that the information provided ab ve is true and correct Signature: Date: 7 �� Phone#: ENA c;�/%9 7 Official use only. Do not write in this area,to be completed by city or town of 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#: ' . Y Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C( )states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 vvww mass.gov/dia kk �I CERTIFICATE OF LIABILITY INSURANCE DAT9/19/2014 Y, �� 09/19/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES.NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Donna OStrowskl Mark Sylvia Insurance Agency,LLC PHONE 508 957-2125 FAX No):508-957-2781 404 Main Street ADDRESS;mark marks Iviainsurance.com Centerville, MA 02632 INSURERS AFFORDING COVERAGE NAIL# INSURER A:Farm Family Casualty Insurance INSURED INSURER 8: Bourque&Cole Custom Homes&.Remodelers Inc. John D Bourque,Stephen Cole dba Bourque&Cole INSURERC: Custom Homes&Remodeling INSURER D: PO Box 1005, Marstons Mills,':MA 02648 INSURER E: ` INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT`THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED,OWMAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY) (MM/DDNYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY 2001 L6471 12/11/2013 12/11/2014 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY E]PEC LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (PROPER $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION 2001 W6185 12/14/2013 12/14/2014 PER YIN OTH- AND EMPLOYERS'LIABILITY X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE, E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? YN/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Carpentry Project Location:45 Loomis Lane,Centerville,MA Partners,John Bourque and Steven Cole,are not covered by the workers compensation policy. CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 4 pp lAT k Bk 2+0709 Pw I9a :7045 02-02-2006 o'ti 01 2 34P I,CAROL A. SWARTZ,of 59 Loomis Lane,,Centerville,Massachusetts 02632, for consideration paid and in consideration of ONE MILLION SIXTY THOUSAND and 00/100 ($1,060,000.00)DOLLARS, J• grant to ERIdFISCHER andSIMONE S.' FISCHER, husband and wife as tenants by the entirety,both of 48 Homeward Lane,Walpole,Massachusetts 02081, MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Dates 02-02-2006 0 01:34ne WIT". 1150 Doers 7045 with QUITCLAIM COVENANTS, *Fee: $3►625.20 Cons'. tIP060►O00.00 The land and any buildings thereon,located iri Barnstable(Centerville),Barnstable County, x , Massachusetts,more particularly bounded and described as follows: Being shown as LOT 3 on a plan of land entitled:"Plan of Land in Barnstable(Centerville) Mass.for Daniel V.and Carol A.Swartz October 17, 1983 Scale in Feet: 1"=30-''Edward E. Kelley Reg. Land Surveyor Cummaquid,•Mass." which said plan is recorded with the Barnstable County Registry of Deeds in Plan Book 377,Page 74. Said premises are conveyed subject to'aod together with any and all matters bf record insofar as the same are in full force and applicable. LOCUS: 45 Loomis Lane,Centerville,Massachusett&02632 For title see need to the grantor dated November 4, 1983 and recorded with the Barnstable. County Registry of Deeds in Book 3920,Page 221. LAW OFFICES OF I� BARNSTABLE COUNTY EXCISE TAX JOHN R.ALGER,P.C. - BARNSTABLE COUNTY REGISTRY OF DEEDS ' S.PARKER ROAD / ' Date: 02-02-2006 a 01:34am a,:0.BOX 449 Cti;: 1150 Doet' 7045 . - -osrERVI(AE,MA Fee: $2P416.E0„Cons: $1FOWP000'00r ,> 4 02655-0449 - fl s 4 Bk 20709 Pg 195 #7045 -ch ' WITNESS my hand and seal this 610'—day of 2006. QQ CAROL A. SWA �7- COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE On this � day of , �U�t 2006,before me,the undersigned notary public, personally appeared CAROL A. S A'RTZ, proved to me through satisfactory evidence of identification,which was WOW Y2 f9 to be the person whose name is signed on the preceding or attached:a current,and Acipaowledged to me that he/she signed it voluntarily for its stated purpose. IAL NOTARY PUBLIC My Commission Expires: Id��Iz k x r + C J r BARNSTABLE REGISTRY OF DEEDS '� �,,ti Town of Barnstable Regulatory Services � 16.39. MASS. g Richard V.Scali,Director Eb;p. & Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I �S as Owner of the subject J property hereby authorize bji( O114 30U1dfiLX to act on my behalf, in all matters relative to work authorized by this building permit application for: 4 ��- (Address of Job) " Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 0q L&F a of Owne AnaAof pplic Ste! Ubh� BoWtov Print Name Print Name Date Q:FORMS:OWNERPERMIS SIONPOOLS Town of Barnstable Regulatory Services , P�oYTaiyy Richard V_Scali,Director t Building Division zaaxsz'AsrF Tom Perry,Building Commissioner 1 �� 200 Main Street; Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: \ cityAown s e zip code The current exemption for"homeowners"was extended to include o r-occu ied dwellin s of six units or less and to allow homeowners to engage an individual for hire who does not posses/ah ense,provided that the owner acts as supervisorDE ION MEOWNER Person(s)who owns a parcel of land on which he/she resi es.or into reside,on which there is,or is intended to be, a one or two- family dwelling, attached or detached structures accessory �suchnd/or farm structures. A person who constructs more than one home is a two-year period shall not be considered a homeowner. "homeowner" shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be res on�siblll such work erformed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for comp ce with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understan the wu of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply wi said pro edures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,00 cubic feet or larger will e required-to comply with the State Building Code Section 127.0 Construction Control. HOhEOWNER'S EXEMPTION '✓ The Code states that: "Any homeowner performing work for which a bu ding permit is required shall be exempt from the provisions of this section(Section 109.1.1-41censing of construction Supeisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supe``tjvisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware'.of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns_\You may care t amend and adopt such a form/certification for use in ,your community. ` Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 Swanson Structural, Inc. Paul W. Swanson,P.E. 116 Forest Street Franklin,MA 0203 8 508-446-1042 November 20,2015 Mr. Thomas Perry,Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Subject: New Single Family Dwelling: Loomis Residence 15 Loomis Lane, Centerville,MA Framing Inspection and Structural Affidavit Dear Mr. Perry, I was retained by Peter Haig and John Ingwersen of Architectural Design, Inc.to provide structural engineering services for the subject project. I visited the project several times during construction to monitor the job progress and to answer questions as they arose. I verified that the conventional lumber,heavy timber trusses,engineered wood framing and structural steel components for the new dwelling were installed neatly and in accordance with the project drawings and specifications,with approved changes,per the requirements of the Massachusetts State Building Code, 8th edition. If you have any questions,please feel free to contact me. Sincerely, ,Vva,W,S =;1 / U -J~4 /ST Paul W. Swanson,P.E. ssioNA y�� r f Z 011,E Swanson Structural,Inc. / Ref. 5127 Copies to Peter Haig and Steve Cole 0 Boise Cascade Double 1-3/4"x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlBeam01 Dry 11 spank No cantilevers j 0/12 slope Monday, September 15,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5127_ � -- Job Name: Fischer Residence Description:Designs\Beam01 Address: 35 Loomis Lane Specifier: City, State,Zip:Centerville, MA 02642 Designer: Customer: Architectural Design, Inc. Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: job 5127 u� G,/},?.4GiE tG�nor2. AMS 08-00-00 BO B1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO 2,932 B1, 3-1/2" 3,025 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Garage Floor Unf.Area(lb/ft"2) L 00-00-00 08-0.0-00 50 55 07-00-00. Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 5,471 ft-Ibs 39.2% 100% 1 03-11-04 tie verified by anyone who would rely on End Shear 2,218 Ibs 35.1% 100% 1 00-11-08 output as evidence of suitability for Total Load Deft U999 (0.116") n/a n/a 1 03-11-04 Particular application.Output here based Live Load Defl. U999(0.054") n/a n/a 2 03-11-04 on building dysis d design Max Defl. 0.116" n/a n/a 1 03-11-04 properties ann d a a analysis methods.' Installation of BOISE engineered wood ' Span/Depth 9.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x wl Value Support Member' Material or ask questions,please call o BO Hanger 2"x 3=1/2' 2,932 Ibs n/a 55.8/o Hanger (800)232-0788 before installation.\nlnBCCALC®,BC FRAMERO,AJS- B1 Wall/Plate 3-1/2"x 3-1/2" 3,025 Ibs n/a 32.9% Unspecified ALLJOISTO,BC RIM BOARDT',BCI®, BOISE GLULAM'"',SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum U240 Total load deflection criteria. PLUS®,VERSA-RIMS,' 9 ( ) VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria,. Products L.L.C. Calculations assume_Member is Fully Braced. .Design based on Dry Service Condition. Deflections less than 1/80'were,ignored in the results. Connection Diagram b d aP��N OF MOSS. a RAl1L` cY c ` l q �No.3533 � s.flt a minimum=2" c=5-1/2" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 I®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SIP , Floor BeamlBeam02 Dry l 1 span l No cantilevers 1 0/12 slope Monday, September 15,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5127 �V�x/8 Sk"� Job Name: Fischer Residence Description: Designs\Beam02 Address: 35 Loomis Lane Specifier: City, State,Zip:Centerville, MA 02642 Designer: Customer: Architectural Design, Inc. Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: job 5127 16-00-00 BO B1 Total Horizontal Product Length 16-00-00 Reaction Summary(Down/Uplift) (ibs Bearing Total BO, 3-1/2" 6,072 131 5,978 { Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Garage Floor Unf.Area(lb/ft^2) L 00-00-00 16-00-00 50 55 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 23,.104 ft-Ibs .72.4% 100% 1 08-00-12 be verified by anyone who would rely on . End Shear 5,107 Ibs 43.1% 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. U270(0.697") 88.9%' n/a 1 08-00-12 particular application.Output here based Live Load Deft L/581 (0.324") 62% n/a 2 08-00-12 on building code-accepted design. Max Defl. 0.697" 69.7% n/a 1 08-00-12 Properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15:8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call B0 Wall/Plate 3-1/2`'x 5-1/4" 6071 Ibs n/a 44.1% Unspecified CALC 3,BC F before ins tallatTMn.\ntnBC B1 Hanger 2"x 5-1/4 5,977 Ibs n/a 75.9% Hanger CALC I BC FRAMER®,AJS- g 9 ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMTm,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM n meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design VERSA-STRAND®,VERSA-STUD®are. Design meets Code minimum(1-1360.)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary.(1")Maximum total load deflection criteria.. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. �vy i)F P1i1S, btiANSG �T STRUCTURE N0.3533.40 '�r I Page 1 of 2 f ®Boise Cascade Double 1-314" x 9-112" VERSA-LAM® 2.0 31.00 SP Floor Beaml6eam03 Dry 1 span No cantilevers 10/12 slope Monday, September 15,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5127 !fox J. Job Name: Fischer Residence Description: Designs\Beam03 Address: 35 Loomis Lane Specifier: City, State,Zip:Centerville, MA 02642 Designer: Customer: Architectural Design, Inc. . Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: job 5127 e q. 08-00-00 BO B1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down!Uplift) (ibs) Bearing Total BO, 3-1/2" 892 B1 865 Live Dead Snow Wind Roof LiVe Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Garage Floor Unf.Area(lb/ft^2) L 00-00-00 08-00-00 50 55 02-00-00 Disclosure Controls Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,614 ft-Ibs 11.6% 100% 1 04-00-12 be verified by anyone who would rely on End Shear 654 Ibs 10.4% 100% 1 01-01-00 output as evidence of suitability for Total Load Defl. U999(0.034") n/a n/a 1 04-00-12 particular application.Output here based Live Load Defl. U999(0.016") n/a n/a 2 04-00-12 on building d d design Max Defl. 0.034" n/a n/a 1 04-00-12 properties ann d a a anallysisysis methods. Installation of BOISE engineered wood Span/Depth 9.7 '; n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 892 Ibs n/a 9.7% Unspecified CALC 3,BC F before ins tallation.lnlnBC B1 Hanger 2"x 3-1/2" 8.65 Ibs n/a 16.5% Hanger CALC I BC FRAMER®,AJS� 9 9 ALLJOIST®,BC RIM BOARD ,BCI®, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets-Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIME Design meets Code minimum U360 Live load deflection criteria: VERSA-STRAND®,VERSA-STUDd are g , ( ) trademarks of Boise Cascade Wood Design meets arbitrary, (1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Connection Diagram I b d a N a e �e � DFII?A Ss� i\b:3533'io u a minimum=2" c=5-1/2" sl NA b minimum= 3" d=24" Member has no side loads. 9 I 1 Connectors are: 16d Sinker Nails Page 1 of 1 Bolas Cascade Double 1-3/4" x a.-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam04 Dry 1 span]No cantilevers j 0/12 slope Monday,September 15,2014 BC CALC®Design Report: US Build 2627 File Name: BC 5127 �►l�X'f'S Job Name: Fischer Residence Description: Designs\Beam04, Address: 35 Loomis Lane -Specifier: City, State,Zip:Centerville, MA 02642 Designer. Customer: Architectural Design,Inc. Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: job 5127 I I � I » 04-t.0-00 BO B1 Total Horizontal Product Length 04-00-00 Reaction Summary(Down I Uplift) (ibs) Bearing Total BO, 371/2" 453 B I 426 ' Live Dead Snow Wind Roof Live, Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 150% 125% 1 Garage Floor, Unf.Area(lb/ft^2) L 00-00-00 04-00-00 50 55 02-00-00 Disclosure Controls Summary. Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 369.ft-lb's 2.6%' 100% 1 02-00=12r be verified by anyone who would rely on End Shear 215 lbs 3.4% 100% 1 01-01-00 output as evidence of suitability for Total Load Defl. U999(0.002"):" .n/a n/a . 1 02-00-12 particular application.Output here based Live Load Defl. :U999(0.001") n/a n/a 2 02-00-12 on building code-accepted design Max Defl. 0.002" n/a n/a 1 02-00-12 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 4;6 {, n/a, n/a` 0 00.00-00 products must be in accordance with t current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W)' Value Support Member Material or ask questions,please call BO Wall/Plate 3=1/2"x 3-1l2" 453 Ibs n/a 4:9% , (800)232-W88 before.installation.\n�nBC. Unspecified CALCO,BC FRAMERS,AJS--, B1 Hanger 2"`x 3-1/2" 426 ibs n/a 8.1.% Hanger ALLJOISTS,BC RIM BOARD",BCI®, BOISE GLULAMTM' SIMPLE FRAMING Notes SYSTEMO,VERSA-LAM@,VERSA-RIM Design meets Code minimum U240 Total-load deflection criteria. PLUS®,VERSA-RIMS, g ( ) VERSA-STRAND®,VERSA-STUDS are Design meets Code minimum U360 Live,load deflection criteria: ( ) 'trademarks of Boise Cascade Wood Design meets arbitrary,(1")Maximum total load deflection criteria. Products.L.L.C. Calculations assume Member is FullyBraced.. ' Design based on Dry Service Condition. Deflections less than 1/8"were ignored_in'the results: Connection Diagram 1.yam{b ' •a-d- , a a.OF 14p c .1 0 �TRQ ' e ` No.:35a:i4. - r a minimurri=2" c=5-1/2" s/OIyA b minimum=3" d=24" Member has no side loads. l Connectors'are: 16d Sinker Nails Page 1 of 1 Boise Cascade Triple 1-314" x 11-7/8" VERSA-LAM® 10 3100 SP Floor BeamlBeam05 Dry 11 span I No cantilevers 10112 slope Monday, September 15,2014 BC CALL®Design Report-US Build 2627 File Name: BC 5127 Job Name: Fischer Residence Description: Designs\Beam05 Address: 35 Loomis Lane Specifier: City, State,Zip:Centerville, MA 02642 Designer: Customer: Architectural Design, Inc. Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: job 5127 s , 4 BO 16-00-00 B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down I Uplift) 1 Ibs Bearing Total BO, 3-1/2" 6,930 B 1 8,626 Live Dead Snow wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End 160% 90% 116% 160% 126% 1 Garage Floor U.nf.Area(lb/ftA2) L 00-00-00 16-00-00 50 55 02-00-00 2 Add'I Garage Floor Unf.Area(lb/ft^2) L' 00-00-00 03-00-00 50 55 03-00-00 3 Add'I Garage Floor Unf.Area(lb/ft"2) L 10-00-00 16-00-00 50 55 05-06-00 4 Wall Unf. Lin. (lb/ft) L 00-00700 03-00-00 60 n/a 5 Wall Unf. Lin. (lb/ft) L 10-00-00 16-00-00 60 n/a 6 2nd floor Unf:Area(lb/ft^2). L 00-00-00 03-00-00 40 12 11-00-00 7 2nd floor Unf.Area(Ib/f A2) L 10-00-00 16-00-00 40 12 13-00-00 8 Roof Conc. Pt. (Ibs) L 03-00-00 03-00-00 900 1,800 n/a Disclosure Controls Summary Value %Allowable Duration Case. Location Completeness and accuracy of input must PCs. Moment 23,244 ft-Ibs 72.8% 100% 1 10-04-12 be verified by anyone who would rely on End Shear 6,843 Ibs 57.8% 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. L/271 (0:694") 88.6% n/a 1 08-04-11 particular application.Output here based Live Load Defl. U522 0.36 69%. n/a 4 08-06-03 on building and code-accepted lysis design ( ) properties and analysis methods. Max Defl. 0.694"' 69.4% n/a 1 08-04-11 Installation of BOISE engineered wood Span/Depth 15.8 n/a. n/a 0 00-00-00. products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material ' or ask questions,please call BO Wall/Plate 3-1/2"x 5-1/4" 6,929 Ibs n/a 50.3% Unspecified (tALCO2BC F before in,AJSton.\n1nBG p CALC®,BC FRAMER®,AJS . , B1 Hanger 2"x 5-1/4" 8,626 Ibs n/a 109.5% Hanger ALLJOISTO,BC RIM BOARbi',BCI®,' BOISE GLULAM-,SIMPLE FRAMING SYSTEMS,VERSA-LAM®,VERSA-RIM Cautions Member has insufficient Bearingresistance to car toads At B1. PLUS®,VERSA,RIME Carry VERSA-STRAND®,VERSA-STUD®are. trademarks of Boise Cascade Wood Products L.L.C. Qls� U ' cr, No.353` •,- � I S ON L . Page 1 of 2 9 19 14 i®Boise Cascade Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP ` Floor BeamlBeam06 Dry 1 span I No cantilevers 1 0/12 slope Monday, September 15,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5127' l1- Job Name: Fischer Residence Description: Designs\Beam06 Address: 35 Loomis Lane Specifier: City State,Zip:Centerville, MA 02642 Designer: Customer: Architectural Design, Inc. Company: Swanson Structural, Inc Code reports: ESR-1040 Misc: . job 5127 S l�; e �,v. - ( �2 Sx —�: 82.8 � WBX z� 1: 8'2.8 ro4 1 12 o� 3 4 g BO 15-00-00 61 Total Horizontal Product Length=15-00-00 Reaction Summary(Down LUplift) (Ibs) Bearing Total BO, 5-1/2" 16,364 1311, 3-1/2" 7,687 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% . 90% 115% 160% 1256% 1 Garage Floor Unf.Area"(Ib/ft^2) L 00-00-.00 15-00-00 50 55 02-00-00 2 BeamM at bearing ... Conc. Pt. (Ibs) L 00-06-00 00-06-00 4,827 3,799 319 n/a 3 Beam02 at bearing ... Conc. Pt. (Ibs) L 04-00-00 04-00-00 2,778 3,199 n/a 4 Beam02 at bearing ... Conc. Pt. (Ibs) R 04-00-00 04-00-00 2,778 3,199 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 28,474 ft-Ibs 65.4% 100% 1 07-07-06 be verified by anyone who would rely on End Shear 7,669 Ibs 54:9°% 100% 1 01-07-68 Particular ut vide application.Output suitability eforre based . Total.Load Defl. U363(0.475 ) 66.1 /° n/a 1 07-06-13 Live Load Defl. U790 0.2 )18" 45.6% n/a 4 07-06-13 on building code-accepted design Max Defl. 0.475'.( 47.5% . n/a 1 07-06-13 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.3 n/a n/a 0 00-00-00, products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call_ B0 Wall/Plate 5-1/2"x 5-1/4" 16,363 Ibs n/a 75.6% Unspecified (800)232-0788 before installation.\n\nBC CALCO,BC FRAMERS,AJSTm 131 Wall/Plate 3-1/2"x 5=1/4" 7,687.Ibs n/a 55.8% Unspecified ALLJOIST® BC RIM BOARDT^",BCI®, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, 9 VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1")Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. N or Mqs o STRULijHi+. U No.35334 �r4N8- 9 Page 1 of 2 i �4 Effocoency Certolocate • mew Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 41.00 Ceiling / Root.., 55.00 Ductwork (uncondA itioned spaces): ` OWN Window `.....+..�, 0.25 ►WW/��MMMM Door 0.28 Heating System: Cooling System: Water. Heater: Name: Date: Comments C r . Generated by REScheck-Web Software Compliance Certificate: Project Fischer Res. Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New.Construction Orientation: Unspecified Conditioned Floor Area: 4,500 ft2 .Glazing Area 24% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 45 Loomis Lane Center vile, Massachusetts • - I Envelope Assemblies - Ceiling: Cathedral 5,590 55.0 0.0 M1 0.019 106 Wall:Wood Frame, 16in.o.c. 4,490 27.6 0.0 0.051 162 Orientation: Unspecified Window:Vinyl'Frame,2 Pane w/Low-E 1,020 0.250 255 SHGC:0.00 Orientation: Unspecified Door: Glass 63 0.280 18 SHGC:0.00 Orientation:. Unspecified Door: Solid 240 0.280 67 Orientation: Unspecified Floor:All-Wood joist/Truss Over Uncond.Space 3,200 41.0 0.0. 0.025 80 1 - Project Title: Fischer Res. Report date: 09/16/14 Data filename: Pagel of 8 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and [ Complies 103.2 ldocumentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies ; 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ; - ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. ; 302.1, Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ; 403.6 sized per ACCA Manual S based Btu/hr Btu/hr :[:]Does Not [PR2]2 on'loads calculated per ACCA ; Manual]or other methods ; Cooling: Cooling: ❑Not Observable ; .Btu/hr Btu/hr ❑Not Applicable approved by the code official. t PP i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fischer Res. Report date: 09/16/14 Data filename: Page 2 of 8 o 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation T]Does Not and extends a minimum.of 6 in. below grade.- :❑Not Observable ❑Not Applicable 403.8 Snow-and ice-meltin9 system stem controls;❑Com lies P (FO12]2 installed. ;❑Does Not �J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fischer Res. Report date: 09/16/14 Data filename:. Page 3 of 8 I Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.lD 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies -:See the Envelope Assemblies 402.3.4 I UDoes Not ;table for values. [FRl]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). UDoes Not :table for values. 402.3.3, I ❑Not Observable ; 402.3.6,402.5 T❑Not Applicable licable I ,. [FR2]1 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 are determined in accordance ❑Does Not v iwith the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 "installed per manufacturer's ❑Does Not instructions. l ❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA101/I.S.2/A440 - or has infiltration rates per NFRC ❑Not Observable ; i400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not V and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 405.2 iAll ducts in unconditioned spaces ; R- R- ;❑Complies ; [FR25]1 .or outside the building envelope ❑Does Not I are insulated to>_R-6. ;❑Not Observable ; ❑Not Applicable 403.2.2 iiAll joints and seams of air ducts, ❑Complies [FR13]1 fair handlers,and filter.boxes are ❑Does Not J ;sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums.. ❑Does Not .8 ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not V below 55°F are insulated to>_R- 3 ; ;❑Not Observable ; ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 1piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.4.2 Hot water pipes are insulated to ; R- R- ;❑Complies ; [FR18]2 >_R-3. UDoes Not ;❑Not Observable ❑Not Applicable r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fischer Res. Report date: 09/16/14 Data,filename: . Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable, Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier.3) Project Title: Fischer Res. Report date: 09/16/14 Data filename: Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values + ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 manufacturer's instructions, and []Does Not [IN2]1 ;in substantial contact with the v underside of the subfloor. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a: R- ; R- ;❑Complies' ;See the Envelope Assemblies 402.25, mass wall with at least lh of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 :wall insulation on the wall ;❑ Mass ❑ [IN3]? ;exterior,the exterior insulation ; Mass ❑Not Observable ;requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.21 ifflall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fischer Res. Report date: 09/16/14 Data filename: Page 6 of 8 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1,4 ;Ceiling insulation R-value. ; R ; R- ;❑Complies ;seethe Envelope Assemblies 02.2.1,40 1 ;❑ Wood ;❑ Wood ,Does Not :table for values. 2.2.2,402.; ❑ Steel 0 Steel bNot Observable 2.6 ;❑Not Applicable V 303.1.1.1, Ceiling insulation installed per ❑Complies ; 303.2 I manufacturer's instructions. Oboes Not [F12]1 !B.lown insulation marked every 300 ftz. ❑Not Observable ; ❑Not Applicable ; 402.2.3 Vented attics with air permeable []Complies ; [F[22]2 insulation include baffle adjacent Oboes Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 lach in Climate Zones 1-2,and :Does Not I<=3 ach in Climate Zones 3-8. ;❑Not Observable ; ;❑Not Applicable 403.2.2 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [F14]1 cfm/100Yt2 across the system or F2 ft2 ;❑Does Not 4i<=3 cfm/100 f:2 without air handler @ 25 Pa.For rough-in ❑Not Observable (tests,verification may need to ; ; ;❑Not Applicable ; occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of Oboes Not !design air flow. l ❑Not Observable ; ❑Not Applicable 403.6 'Heating and cooling equipment ❑Complies [F15]1 type and capacity as per plans. . Oboes Not ` ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed on forced air furnaces. Oboes Not 114 ❑Not Observable ; ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. Oboes Not ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or Oboes Not . accessible manual-controls. ❑Not Observable ; ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed Oboes Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 :fixtures or 75%of permanent Oboes Not Mixtures have high efficacy lamps. ;Does not apply to low-voltage ❑Not Observable ; alighting. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fischer Res, Report date: 09/16/14 Data filename: Page 7 of 8 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ; ❑Not•Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not eJ []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not U systems have been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium-Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Fischer Res. Report date: 09/16/14 Data filename: Page 8 of 8. Mass Green Insulation, Inc. massgreeninsulation@gmail.com INSULATION (508) 933- 1894 6/23/2015 Re: 45 Loomis Lane, Centerville-MA Dear:Centerville Building Department Mass-Green.Insulation—certifi-s;the1n"tallations of the following work areas at the corresponding R-Values with Thermoseal Closed Cell Sprayed in Place Foam. Work Areas R-Values - _ Exterior Walls 2x6 13.8.0 X_ 27.0 _ Rim Joists 15.0 X 20.7 _ 25.0 Garage Walls . 13.4 — — 21.0 + Slopes 22.2 29.6 1-30.4 _ 49.0 _ Flat Roof Decks s 22.2 29.6 38.0 38.0 Over Hangs 22.2' 25.9 30.0 38.0 Basement Walls 13.6 21 _ Underside of Roof 22.2 •29.6, '38.0 X 49.0 Garage Ceiling _ 22.2 29.6 _ 30.4 . *Thermoseal 2000(R-Value), is formulated by multiplying the R-Value per inch, which is 6.9 by the number of inches applied. *On the exterior walls we also apply R-13 Un-faced Baths on top of the spray ' foam to create an R-27 R-Value. If there are any questions or concerns please do not hesitate to call 508-933-18-94 Sincerely Bruno Xavier President . Mass Green Insulation,Inc. 70 Finiell Dr, Unit 3 and 4 Weymouth Ma 02188 Home Energy RaterS LLC BTorrey @EnergyCodeHelp.com 888-503- 2233 Air Leakage/ Blower Door Test Address: 45 Loomis Ave. Centerville, MA Date: June 22"d , 2016 Test Type: Blower Door To comply with Section 402.4.2.1 of the 2012 IECC Code the Maximum Air change per hour < 3 ACH 50 Air leakage tested = 1.57 ACH 50 CFM50x6ONolume = ACH50 1,475 x 60 / 33,660 = 2.62 ACH50 TEST DATA Test Mode : Depressurization @50 PA ( 33.5psfl Equipment: Model 3 Minneapolis Blower Door Test Standard: CGSB Air Flow @ 50 PA: 1,475 CFM" Tested Volume: 33,660 cu ft Contact our office with any questions, Andrew Popielarski, Certified HERS Rater Home Energy Raters LLC Home Energy Raters LLc info @EnergycodeHe1p.com 888-503- 2233 Duct Leakage Test Address- 45 Loomis Ave. Centerville , MA Date — June 22"d , 2016 Contractor — Bourque & Cole Conditioned floor area= 3,740 Sq Ft. Total Leakage-Includes Air Handler/Furnace To comply with the 2012 IECC Energy Code in this home the Maximum duct leakage CFM a 149.6 CFM (3,740 /100 x4 = 149.6) Duct leakage tested = 113 CFM The duct leakage tested at this residence complies with the 2012 IECC Code , Test Mode - Pressurization Test Pressure = - 25.0 Pascals ' Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 3.02% Contact our office with any questions, Andrew Popielarski Home Energy Raters LLC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel b -1 Application ' 7 Health Division Date Issued c�- 'Conservation Division Application7Fee Planning Dept. Permit Fee 3� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 46 L D6Y s. I ffx Village Owner ► x,arQ., �6 Sck/-- Address -4g i� A44 0A Telephone Per it Request C)v i — I 6 U Cq u e of�� o ►� I�Qu�L Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: '❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION --(BUILDER OR HOMEOWNER)— - -- - --�-"- - Name r 111Vb RY / 1�-r-L Telephone Number S®f( 2 q 6 A 052-`2 --Addres's UJA Y License# r:_S OS,2. YQ &PW3�-r 0-263 / Home ImprovementContractor# IIkT 2— ,Email 67 LK.7tJG aTW C&lnA-IL. &Mftrker's Compensation # 6;2!Z 0 VIX&11S'2y jr/ - ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &,)lC0 . SIGNATURE -DATE /c)�2 /�� i y 1 l ' Y FOR OFFICIAL USE ONLY 4 APPLICATION # DATE ISSUED k MAP/ PARCEL NO. r` ADDRESS VILLAGE 4 1 n i OWNER i . j' DATE OF INSPECTION: I • ' { FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL '. FINAL BUILDING k y .z' DATE CLOSED OUT ASSOCIATION PLAN NO. r oFtHE Town of Barnstable Regulatory Services * saxxszasrX. • v Mass. Richard Richard V. Scali, Director n;a. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR owner of property located at F�J1- 11 C l� �' ,hereby certify that a21 d � is no longer. Construction Supervisor listed on the application for the project under construction as authorized by building permit#SON-6W5(o-1, issued on 20j_� I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. ROPERTY O DATE q/forms/newcontrowner reference R-5 780 CMR rev:040414 e ' THE r Town of Barnstable .�0 Regulatory Services �Q�MST AR% Richard V.Scali,Director -Op i6gq. �� , T 6.59. 1 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 , www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the'subject property herebyauthorize to act on m behalf, . � I19�2- y , V. in all matters relative to work authorized by this.building permit application for. -46 Le loinl- f -(Address ofJob) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. tore of Owner' S ture of p cant , 7-7 Print Name Print Name 261 Ao Da Q S WNB EPdMSIO NPOOIS r ` Town of Barnstable Regulatory Services THE r�ryy Richard V.Scali,Director f Building Division Tom Perry,Building Commissioner MASS. 200 Main Street; Hyannis,MA 02601 www.town.b arnstable.ma_us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATIOM- number sheet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/to state zip code The current exemption for"homeowners" extended to includ owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire o does not poss s a license,provided that the owner acts as supervisor. DEFINITIO OF HOMEOWNER Person(s)who owns a parcel of land on which he/s resides intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures acces ry t such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a hom er. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be r ible for all such work erformed under the buildiu RgIQit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for complian with the State Building Code and other applicable codes, bylaws,rules and regulations. - The undersigned``homeowner"certifies that he/sh understands the Town Barnstable Building Department minimum inspection procedures and requirements and that he/she will mply with said procedure d requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings co g 35,000 cubic feet or larger will be require co f' ly with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any ho eowner performing work for which a building permit is required shall be exempt from the provisions of this section(Sec 'on 109.1.1-Licensing of construction Supervisors);"provided that if the homeowner engages a person(s)for hire to do such ork,that such Homeowner shall act as supervisor." Many homeowners who use th' exemption-are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,RuIes&Regulations fo i onstruction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot' proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:IWPFILES\FORMS\budding permit fnrms=RESS.doc Revised 061313 4oFt�E ram, 'Town ®f Barnstable f Regulatory Services BAMETABr LE$; Richard V. Scali; Director Eo 9. IN Building Division . - Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF , LICENSED CONSTRUCTION SUPERVISOR m ASSUMPTION OF RESPONSIBILITY I, 7,'Ifi4'If07It l K l t,'r Z , Construction Supervisor License # 4S2 hereby certify that I have assumed responsibility for the project;under construction, as authorized by building permit#a�/(�—Q(p 1 5-6;[issued to (property address) on , 201L 41 The following dgcuments are attached: r copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) _ Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) 6 LICENSt&&DER DATE q/farms/h=conirb rev.040414 27te Cbmxto7ff4ti hh ofMasSadfftsdit Depar&f ent qfhzdus&id Acdden& r Office of gallons 6#0 Wasbutgtan,Street Boston,CIA 02111 WarlmrS' Compensaffm h ceAffidavit:BmildeIS/CaIItrmlu� ers Applicant InforinafiQu Please/Prin f l I�Y Ades !9 l R-ePi, S Se ` Are:you an employer?Check the appropriate bo= Tyke of project{reqdred}: L[A I am a employer ufih S- 4. ❑I am a general coafrsckx and I 6. ❑New con on employees(felt audfor part-Lyme).* hive hiredtlie ft=f s 2.❑ I am a sole prop6etor orpartner- listed on the attach d shmt. 7- ❑Remodeling ship and him no employees These sub-cantracfars have g ❑Demolition ' Waking forme in any eu�plagees andhave woss' q. ❑Building addition [No scorers comp_h2sramocereT3ke o - d-] 5_ We are a cmpozafim and its 10.E]Electrical repairs or additions 3•❑ I am a Romeo mer doing all wodc officers have exercised weir 11-❑Plnmbingrepais or actions myseM[No work to gip- sight of esemgtioa ger MGL 12_❑Roof insurance required_j Y mac- .§1(4�and We have ao �9Qes.[1tiTa viers' 13M Oilier trnC�, 4,S � .. cant.iisurmce, ] •map agpdi�2 that ched3 baa ff1 mast alsn lM aattbe swim beiaw the¢wo&me =Pu�YisdasmatiML i ffameuarnesabo schrmh this sf5dark they ate daiag aIl wad[and Mmhim a�caotmcm6nmst submit a nEW afHdaeit soda t =C.amactocsTfist cb�tom,bay�attsd��addifiamal sheet gthe name of the aed state ub�ar uot�ase ealrtiesbas� - µ . ....... . .. L Vie,•5frbe su5-c�hose e�Ia�i�s,tbsymnstpmu�ae des nvdo�'ter•PoTc�mm�},ez `; I au�tut etrtpZ*w;6u tisprauiding warkmz contpensmiart inssuranco for my ampFo3WA Berm is 1ffWPV CY turd joy.,dfe informa&n. Insurance C Name: f ompany c Co - Poolicy tp or SeFf-izrs.Iic. b Z ego 6r 1 s L 1 A i�7 Job Site Address: .Zo®/''► tS iLci __ CiiylSia {Tp: f�y srJ AI( e d O Attach a cfl* of the workers'compensation policy declaration page-(showing tint po&y a gmher and espy ation date}. Fail=to secure coverage as required under Section 25A of MGL c-l572 can lead to the imposition of aiminal penalties of a fine up to SL 500 00 andlar one~gewimpdsonmenk as well as civil penalties is the fog of a STOP WORK ORDER and a fine of up to$ 50-M a day against ffie violator. Be whised tint a copy ofthis statement maybe forwwded to the Office of Investigations oft he DIA for ice coverage verffication.. 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BYANDD Kathy Jones->Building Dept 1/2 o CERTIFICATE OF LIABILITY INSURANCE DATE(MM/°°nyrY) 04/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER NAMECT Kathy Jones _ BENSON YOUNG &DOWNS INSURANCE AGENCY, INC. PHONE 508 432-1478 FAX No; E-MAIL lath ones b andd.com ` ADDRESS: Yi Y PO BOX 158 - INSURE S AFFORDING COVERAGE NAIC# HARWICH PORT MA 02646 INSURERA: AMERICAN ZURICH INSURANCE COMPANY 40142 INSURED INSURER B STLK INCINSURERC: ' - INSURER D: - 189 FREEMANS WAY INSURER E: BREWSTER MA 02631 INSURER F: COVERAGES CERTIFICATE NUMBER: 48025 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DDIYYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE .00CUR DAMAGET RENTED PREMISES Eaoccurrence $ MED EXP(Any one person) $ '� N/A " PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO- ❑LOC PRODUCTS-COMPIOPAGG $ JRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMT - $ Ea accident ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED AUTOS AUTOS SCHEDULED N/A .` BODILY INJURY(Per accident) $ NON-OWNED f - PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLAUAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE N/A AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION - X STATUTE OT ERH- AND EMPLOYERS'LIABILITY _ ANYPROPRIETOR/PARTNERIEXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 - A OFFICER/MEMBEREXCLUDED?, WA NIA NIA 6ZZUBOG11524A15 06/24/2015 06/24/2016 (Mandatory In NH) - - E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT- $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more specs Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govAwd/workers-compensationfinvestigations/. CERTIFICATE HOLDER CANCELLATION " SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,` NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCEWITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 Daniel M.Crowley,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD /27/2016 11:39AN FAX 5088965051+ BREWSTER BAPTIST 0001/0001 4 , e STLK Inc. 189 Freemans Way .Brewster, MA 02631 Cell: 508-246-0927- April 27, 2016 Barnstable Building Department 508-790-6230 Attn: Debbie Regarding: 45 Loomis Lane, Hyannis To Whom it May Concern, This letter is to inform you that Timothy Kautz is a principal and employee of STLK, Inc. Thank you for your time, Sharon Kautz STLK,Inc. ' 9 Thank you. We look forward to working with you again soon. Stlkinc.tim@gmail.com i TOWN OF BARNSTABLE Building '{ME 201406675 * HMMSTABLE. Issue Date: 10/23/14 Permit 9 MASS. �A 1639• Applicant: BOURQUE&COLS rFG MAC A Permit Number: B 20142885 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/22/15 Location 45 LOOMIS LANE Zoning District RD-1 Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 230104 Permit Fee$ 357.00 Contractor BOURQUE&COLE Village CENTERVILLE App Fee$ 100.00 License Num 057382 Est Construction Cost$ 70,000 Remarks APPROVED PLANS MUST BE RETAINED 014!T JOB AND CONSTRUCTION OF 600 SQ FT BARN SECOND FLOOR STORAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FISCHER,ERIC J&SIMONE S (�( �`'� BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 48 HOMEWARD LN y INSPECTION HAS BEEN MADE. WALPOLE,MA 02081 �fv Application Entered by: JL Building Permit Issued By: THIS PERMTT•CONVEYS NO RIGHT TO OCCUPY,ANY,STREET ALLEY.OR SIDEWALK OR AN.Y PART THEREOF EITHER E ORARILY 0 P L ENCROACHMENTS ON PUBLIC PROPE4TY'N0l ALY�PERvED UDR IDI COPE, .ORLLEY'GAESW F PUBLIC N UR TSPECIFIC TT R A6N S:MAY BF OBTAINED FROM THEDEPARTMENT,OF PUBLIC.WORRS'TH}?I§SUAN FtTHIS PERMrfDOES NOT-RELEASE THE APPLICANT•FROM;fHE CONDITIONS OPANY APPLICABLE SUBDIVISIONS RESTRICTIONS k #' MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). " 6.INSULATION. 7.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). p N, �dt " 1. ak^3'2r• 'r;''u: ^'a ";,�'?,' dd 3.9+ ,ur, ,a 8 '7i,p BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i *o TOWN OF BARNSTABLE BUILDIDUELIT APPLICATION V�^'. Map.` Parcel /� Application Health Division C Date Issued Conservation Division D�O-? S v W a)l y Application F 4 Planning Dept. Permit Fee ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address _ 'T �..a 0,04%,5 4,09,1jr Village er_ui I le � Owner EKI e-- d Si m epi e- /'rSGkv,dL Address W-116s&1e ww-tLp L.A,'Ne A-f,ne k H*&takJ Telephone l o') S l Permit Request lijeave 12oL.)&Ai n1 O 41e v of aw a u� Nb Foo 4P&C JaAl o Square feet: 1 st floor: existing proposed O n\floor: existing proposed Total new Zoning District �� / Flo Plain �� ` Groundwater Overlay _ Project Valuation X'900 nstruction T e orsV ' Lot Size Gran red: ❑Yes ❑ No If yes, attach supporting documentation. '0 Dwelling Type: Single Family W<' wo Family ❑ Multi-Family (# units) Age of ExistingStructure Hi oric House: ❑Yes ❑ No On Old King" i hwa :A 0 Yew❑ No Basement Type: 2"Full ❑ Crawl Walkout ❑ Other - - F Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) (60 7,-� ! _ e Number of Baths: Full: existing new Half: existing _new.. (7 Number of Bedrooms: existing _new �. Total Room Count (not including baths): existing N new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other _ Central Air: ❑Yes O-No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size_ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Flo If yes, site plan review# Current Use 6,AA,46 E Proposed Use 6OXAC e' APPLICANT INFORMATION T (BUILDER OR HOMEOWNER) Name :300e-0 U6 Ct le L6"10 "^ Awle.S Telephone Number 45'08 3 b /Y9-7 Address 7�U.�aX /eD License# �73� #A,541uS M1 1/5 8,1 w-bygl Home Improvement Contractor# lerf Email, )b bvv�o et0boyceele gwelez le. Lpm Worker's Compensation # 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOiU�4f SIGNATURE DATE I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r , MAP/PARCEL NO. t .. ADDRESS VILLAGE OWNERl000r N DATE OF INSPECTION: FOUNDATION Q FRAME r INSULATIO ?' FIREPLACE l r� ELECTRICAL: ROUGH FINAL +s- PLUMBING: ROUGH FINAL ,r GAS: ROUGH FINAL FINAL BUILDING I t a. DATE CLOSED OUT SO ASCIATION PLAN NO. i• � t , r S 3 G 3 O T L Ei lo- 5•-, 7'-O' O - 19 - O C-O, $� I •'t hn 4� �ra �o m •z � o D eg - I I I I 1 O I m 9 1'TR 5 O I I I, ' 1 1 --------------- 1 1 1 ' 1PlP I I I I 8• 7q O E __ 5•-p� 19'-0' S'-O' I r- D I QC --------------- ------®T -------------------- �g-----� I � II -� � _ 'a•� � �b qg of �' — D + _—__—_—____ I _ ______ ' qe u I I I �_•>- 1 I _ _a I I I ._ ---------------- �___ �__, r___ I •___ i I I I I 1 $O O O 22 u ' 1 ' I 1 III I I I I I o ^ I I I I I I 1 +•e I I I _ _ _ _------------- 75 f� o -------- ------------------- Xl- 4-e Ir O G 9'-8' MMM999CD zi T5•-p• D L L:J l�J o SET 1Fola a�'kNOON ST R UC��I"UR.&III migymy sp-ns-m I✓'-1 � rt�a ��dY]V�7 Zld ay1S�°il�olC�® � � �� I��;d�+'.Z6lN 3 W yp� E1j�� VV •� �7 g T�[�vfry�7 y�� 7i5�T� e 7� �}��V� 5�''��q YI $.��.5 k� O �rE il"©ltl��JdU 11.dSOdV 1S dJd�� _ �E 17a vIL✓��av11S V�lVl �auoca ��CCC�FFF 8 33 M.M � o , 8 a o o a p y' Cb CZ 4z r3J I --- ------- ----------- — I e-- v, S y -� r--, -- 21'-0' m c 7e' o F I p � I - VS I / F m m I I °>t 1 --- -- ------ /---- ` I . � __I______________________ t m , , i' a I ' --- ------------------------ ---------- 1 2p_p` 1-0. 11 I 0-1 A; 1 ml 1 I o r . 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BOLTS ; 1 PJII ��/1.1 _ PLY, IL ROWS 5.A44@RED]1 OL. 11r�111 PROwOE 3/4'PVG SPACERS , 2 BETWEEN 7X ANO sNEATHM4 PA ]X'd STP/I<'O.0 Pfadxc Le t 1%8 sTP/It'O.C. i FJ8 'e �j J-11 Lh Phaa PIoeID, Nat Oty Pcodu<L engt Fig 4 FJI. 4 II-1/e'AJS 20 44 O' 1 , pip -3°gS I x10 P PJ2 2 II-1/8'AJ5 20 38 O' I _-- - FJ3 I 11-1/e'AJ5 20 36 0' I - --� - PJe FJ4 2 II-1/8'AJ5 20 34 O' I ; 7x10 PT LEDGER SECUR6O TO FJg S 11-1/e'AJS 20 30'O' I FJ RRI JgST Iv l/retAc Isotm MWg-FTAKMEi.iHl.. FJY 21 p-1/8'AJS 20 PRDVIOE 3/1 PVC SPACFR9 24'O' I BarWEEN 2X_AN SNEATHIN4 Sp7' FJ1 2 11-1/8'AJ5 20 22'0' 1 ' d PJe IS D-1/e'AJS 20 20'O' I Ji II-1/e' 20 AJS 18'10, I - FJ9 1 i Ji ]%ID STP/It'O.G- lip FAD 3 II-1/8'AJ5 20 IY'O I r y4 Q FJII l II-l/8'AJS 20 14'O' 1 Aa FJ12 4 Il-1/e'AJ5 20 12 O' I FJI3 3 II-1/8'AJS 20 1010, FJ14 1 11-1/8'AJ5 20 "0' 0 0t.l AAL FJIS - 3 11-1/8'AJS 20 G'0' 1 Crn"Lar Summary 51 2 1-3/4"x 9-I/2' VERSA-LAM 2.0 3100 SP 24,0' 2 Oty Manu( Product Flange Stam Slope ' A 6 Gn p AJq_� �Ir"�(„, Dale: ReVtsba: B2 L 1-.3/4'x 9-1/T VERSA-LAM 2.0 3100 SP 20' O' 3 I $lmpaon HGUSS.5O/10 Nana - JG 9•�u ]xw STP/W O.C. 4o I t ��yi®1Y HHU541O 03 2 I-3/4'x 9-1/2 I Slmpaon' VERSA-LAM 2.0 3100 5P li'O" 2 - _ - �y Nana , _ q 84 2 I-3/1'x 9-1/2'VERSA-LAM 2.0 3100 5P- 14'O' 2 II Slmpaan HHU541O a P 12,O' 3 Revaraa - !r Iv=0 STP AID. ° .IRmlmm.a a•+'m m.e.Fenw tma V R A-LAM 1.0 3100 5 HUC41O I- /4'x 9-1/2 E S 2 u 3 3 3 10'O' 2 -LA 1.0 3100 SP $ 2.5G/II.BB None C� I- /4'x 9-I/2'VERSA-LAM 23 Slm eon IU BG 4 3 p 81 L I-3/4'x 9-1/2'VERSA-LAM 1.0 3100 SP 8'O' 7 JG I Be G I-3/4'x it-l/e" VERSA-LAM 2.0 3100 SP 20'O' 2 1-3/4'x II-1/e-VERSA-LAM 2.0 3100 SP 14'0' 2 ' JG°+ f11 7Xp 9TP B9 8 1X8 PT LEOc@R sBtliRE0 70 , BIO Y I-3/4'x II=I/e"VERSA AM 2:0 3100 SP 8'O' 2 Rm JOIST W//re tA4 ea r4 _ - -- -- -- -- IL ROWS'5 gRE024'O.C ------ 3 i-3/1 x 11-1/8 VERSA-LAry 2.0 3100 SP G'O' 2 PROVIDE PACERS 1 511 - 2 BETWEEN 7%ANO 9HEATNIN4 I 812 8 I-3/4'x II-1/e' VERSA-LAM 2.0 3100 SP 4'0' 7 12'O' 1 RI 22D-1/8' BC RIM BOARD 058 ' ' _ _ I �1 513 9 II-1/8'AJ5 20 2'0' Bk2 24 11-1/8'AJS 20 7 O' I RI -____ _----__-_ 1 t , ° y ______ LR-4-J. PJ4 1 I _ --7%10 PT O4ER 9ELLR80 - 1 RRi JD u/vre LAr.ader r---- f r. ' I0 E@PACER9 H6A l PJ7 1 1 N]X AXp 5THIN4 ' Q� t � PJI gt jo R I� 51 a= ' � a•' I I �/ 7 � ;1 PJI I I •-'__-"' /4 +� l FJ3 Data: August l$,2014 P-lepC 14-00.00 I; i l u `t!/d Bcalo: AS NOTED II PJG......._ L 'JI l n8 o.c. 7 A�Nma � mm�mmmNmmmN U.mum ��n � m , WW=sue _ o ., 7 ��-' �'�a•°�. '`_-� __ _- 4 y� I j W - W N u� a u W - r.Y - u u� n u m� b m •\ P 's m j ______________ _ _ - _ _ _ _ _ _ _i __r___________ m m W W _ I I f- 4 - - T _ _ lk N '$ Exmu'O.C. •• Il1 1IF IF _- c= v I mm m m mm mm m u uuu uu uu i ' N C,00� uAlwmrAilp < < < < <m mmm < mm 2 'D D N N N N N N N P L_____________„ n n n n 3 3 3 3 3 D D D N D D D D D D D D D ___________ ___ -------------- fl 3 e 3 , : I D D D D D =D D r 0 0 0 0 0 0 0 0 �� "vNv°00000g000000 � N N N N '0 T V T V I _ , _ y O 0 m u a+➢ m u J a m m O u O Boa I "m _1 I p 0 0 0 p p o p O 0 0 0 0 0 0 0 0 0 0 p O s ell —1 F7 - - - - u --- -- - -- - - - v $rn - -------------- I II I I -------------- I II I I uro m I ' ,• v a as a aev • 42a ' --It-_- C�A ytt • , x w I x >I > Ff � -------------- e II a Y C -I Oo ei h I I I A t s m gaA I u cnaYE rou mussgo ``` °+ ,xn.n o.c. iME , I I ------------- I I I I ' n ' I ii ' II > I I ' - 3 y III u __________. 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Cn 3 1/2" HIGH PERFORMANCE Design FIBERGLASS BATTS ti� 9No.35331. / FIRST FLOOR FRAMING y Enc® " rafed /Ly 2v�C30" (3) 2" LIFTS OF CLOSED S ftiAL ' .flea1aaA CELL FOAM / on..oa.N.a...nee Z5-0006 we t95-oaoe /4 PAx soa zse.— SECOND FLOOR FRAMING vee ea-.reew...m e-..en eaYea-.,ena.em R-25 FIBERGLASS BATT INSULATION N ROOF FRAMING 9" CLOSED CELL FOAM ®� H Z fb swo Pq i T RU GABLE END OF BEDROOM SECTION THRU BATHROOM 9 SECTION THRU COVERED PORCH/ ENTRY/ LAUNDRY v —u n SECTION H SCALE: 1/4-'1'O' SCALE: 1/4' Ila Q 0 •O t ' BUILDING ENVELOPE 14 ® INSULATION SPEC'S A.e EXTERIOR WALLS b Dace: ae1.n 2" CLOSED CELL FOAM 3 1/2' HIGH PERFORMANCE FIBERGLASS BATTS FIRST FLOOR FRAMING CELL FOAM OF CLOSED SE COND FLOOR FR AMING MING -25 FIBERGLASS BA TT INSULATION ROOF FRAMING 9" CLOSED CELL FOAM r, -- --- -----I y C� t , Will Y{%11 Y1x1S �2 W%1 -•BYO it Y 1 Y. 11V - - Del.: Augual 15,E0I4 p� PmleeL 14-00.00 vd 9cele: AS NOTED TOWN OF OCT v 1 1 gA gC gD . gE D G H Al K L AA M 1,.-0 8'-0" 1._O. .. - 5._O.. .. ;14'-0- 5'-O' S._O' I•_L• .. .a. - A9 TO WILL F -- _ _ F1.49'1j1" v t-c' OPEI r ' EL 11 J' . - - - - - a PM.GRADE TO.GALL g5 9 Il FlX.GRADE --- -- Il � _ BEAM _ ♦ ___ __ ____ ____ -T-tt O POCKET - - esign El T..WALL l�r{�7� �a�1,y�,,� g4 9q o. rporal4ed L.Ia-e 3rr / I ' IA FI GRADE - _ _ i _ _ _ _ IL OrWnn YeseeeRavatfaa02B53 \ 285-0809 T.O.WILL m EL.1T-e In' ' - PAX BOB 255 OBM EL.1E'-O' I I � � - weB sa-.LenFa.<,m BEAM j .. - E-Weil edmed-ambL•.com 93 PEOCXET POCKET I. I Ihljl I I AA CONC.PILLED - - eL COLIJIW/ T. ._ x BAE B D I I - UNFlWSHED O - BEAN STORAGE � O OI OI '" �RIiESXOYpEARMD ry POCKET n n ! 1-d XI O•Xr-0' O I ' I O L3 Of O .I ` ` ' COxM E P G L ---------- WE. I IS b A.9 E.3P-1' T CONC�TE%AB W/t•%f' m I.t B Lt mY P.OX f 1R POLY EL. APO,BARBER OX f-XIX. O - I I I I ' I I I COILPACTED FRL TTP. - I. T.O.WALL I - TO.SiI AXGL _ - r r a - EL UP EL 11'i I/l' FlX.O,ADE IIII .. .' 10•TR � I EL.10'-t" t � .�- I,I___, _ +'- .. T.O.*ALL ALL u I � EL.15'-a EL.*' - IL� u __ _ EL Il'-8 V]' I I }9R A B' A. j ` ♦ r T .MALL BEM O �� \ DEL Id W3A ,T ---_ I AB E.Is'-O• POCKEr AB - 91 91 13 P.GRAD -- ---- 13 T.O.WLLL � ----, I 1r0'e TAEAOED -_ _____ _ - r ' ___ I ,� D•DIA CpXo*:TE - I. - FFlILea PORK. - L....I RFTAemlG 9'_L• Itlp�—,'_'Y�1 I m 9A 9B 9D 9Eal O V� FIN.GRADE®i 1.0'4- t pay Y—'ll ' - - - - � - I CRAWLSPACE -r O i To *ALL TOP OF - - EL V-e VI' - EL, %AB • - TA.SHELF 1•CONCRETE%AB W/t-%f- ` - - � - p•��@,q.. E.Ia-W 3rB' VAPORLB WLELI.OR AR ONE HOLY - COMPACTED FILL TTP. °•eo wXar T - BIGFOOI FOODXG FORK TYP.. .�. FlX. BADE EL. C3 F ujT.a WALL _ � A.e C E w A B R •3.. ___ -r i �.. 5 0 aG,ADE ---------- wain to w EL. GRADE � PO,rAL MJ �r IT- _ 9 LJJ —E ' TO.GALL I _ (, Z O \• •PORCH EL.1S'-]3/ I � ' PHI10 EL. - EX-IGRAOE ------------------ EL. UP - - m ____ LU LL O • _ \) O FlN GRAD ry I EL.1]'-O• a l - ----- I PPE—LEG I BIG—PORTAL ^ Vd FBL GRAOE - 3 a - - b . - - r.a.mAu' r.o.WALL _ II BILCO UNIT'C' I` SCE BULKHEAD < .. _ ___ _ _ _______________ ____ l r___ G7 Dale: September 19.2011 __ ____ _ OR EOIILL r - - V ' • Project 11-00.00 T.O.WALL �. - Seale: AS NOTED ry it I - I � � I eL.Iry - -I + m ,_ ___�_ ______. _I ! Drown: YS 2 T.O.-- - L______ _ ___ ____ d4-B,-------- ------------------------ IS .. I s r___ ____ FlX.GRAB $ -„ I. � 77 PIN.GRADE -GRAfIP ___ _ _ ___ . ST-GRADE .'GRA➢E-�- _ . \� EL.1Y-B' E.Ir-*• N.GR OE EL N'-d 11 5 I/7' 0• f� 0 O 30'-5 1/1" II'-G I/T- 71-0". 11'-0' ; e.,_, I D ._ I VV�b � � _ J a.L M A.T P R A a.E B C A.e f A.i • 4 D gA gC gD R gE p C' H As K L aj M N P R A.8 - -. - 0. S.-O. 14'-0' s_p• S•_O• I'-L" _ Iolic ae a' r � -- - --- -- ------ ------ - ----- -- - - - - Il 1�1�141Ullli�llll ---- - -- + I� �. r • ` ♦ 'k BOLT-w - _ Des ign �Il ♦ o I _ r a t� mfed - l�l ®III® g9 4 , I.- 9__ _ __ J7R4PpEQ flE_AR.EBOYE---1_____ - - PA%Sw123S-oev! _-_ __ _ r_ t _ _ 1 ____ ___ _______ _________________ r - NSea a4-arcnLa cmn r v GARAGE/ : - .... a-m.0 aaa-.rcnla.mm 1 93 - "♦ WORKSHOP .". : �---Lam sN¢Lr- aR-sN[L I ♦♦ i I i _ ' ' .- "o ®� - _ ] �NASTER AL BATH : : _ _ o r ❑ I. :POWDER o : _-__ ____ _ __ __ ___ _ _ _ - : I b ir I : _ A.8 STAIR ON. BED Otl. I MASTER .. i I - .n - ❑ SITTI G - - - " _ - i- ♦ I - ` ----- - DP Y I ♦ I. 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SW KITCHEN .. _ PORCH ------------------- ----- 301-01 I r I __ __ _ - _______ ___ _ \J L _µ___ ____ ♦ I -L- I ♦. i ONE <v ♦ i I--------------- __ _..:_ _�_- - • COVERED i � $ o 1, LOWER j (n O ' i♦ - STAIR 7 - a HALLWAY I LIVING ROOM d _______ ' ______ ___ SCREENED : 'L 4 Ar A,UP ��JJ SCREENED O L _ Q �i p Li ♦ II % E Y I i i I - __ � - � BATH a7 ♦ &5LT-w �i BED OM AT NOOK ..3'1 SH¢LP/POL¢ .r O ♦ HALLWAY 0 POWDER + .o '___________ l• : ' S ROON st n T _.__ _____._ r ___ _ T. _� REAR R 3 LAUNDRY Ox.L-_� sNeFvEs gg ____ d � � --- NO � Dale: SaPtambar 18.2014 I IR COVERED DN _ _ ___•__, sroRACE �_ P.i-t 14-00.00 J OUTDOOR ws cRN .I i. ` _ _ _ qq-� -Scala: AS NOTED STORAGE ___.___-___ R Drawn: N9 I m u a I y I o _ I � w .. gA gC gD Ip gE D G H j K L ns M N T T -01 0. 1•-O' p'-O' 1'-0' 5'-O" H._O. S._O. S-O" p'-G' 10'O" - .�l'--A.H�b„-s�li1-e�-a.�-.r�9-—IILB'O1 x'II___rs lr�II l�_•_iL n1 J�_ii_JA__rT-_.�l�iI I1 neL'rI I(I,u_t 0_,_D,N__,6=-�I';-1�2/__\q bn ii'lO�i/�`.og..'�D K�I1I11I•J o'`.i'�ii _ i___�;-�-i�,i---o_-y,-�gtI Io E A1 0sg 1l•_O•--__ -- L - _- __k��''_Ii,'1-�i``_1 a1.''•E 1`__•1a�__--__-_,TLtia''II'-,_"-__---LIM-'.IIl,�c,�-r eI;ti' I• _ =O '1 T- II O`-�IIIIW _ �JIif I K _•_--- -_.. _ - bQ- b - __1AAT..TI�1II6 ,l I (_�O yI� ��'Orr•la�8aFo--nll"�'�nm°Wy eae �D P n Ada%a inl�n,V�v9ided 0f-- 9�na s]rt�rt Incorpo iah6J)l.4a Designrat �-ea1...0e6c 800dk �y 2 YmaG S10mLmtA STUDY _________-_ IBALCONY STORAG LOFT 12 241-01 ______________________________ - - - - - - ------ CLOSET -BEDROOM BALCONY HALLA H'-O" B-O- _________ ___________. I •______________ O ______ _______________ ______________ ------------ __________ i r I • T LN LWE S. ----------------------------- _ _____ _____ ____ ______ ___________ BALCONY LOFT PARTIAL PLAN AT r4 SORAGE LOFT SCALE:1/1 1'-0' J - - 'llr 5 .,.�` II Z ry �_- 'i • 30'-5 i _ ___ ______ _ ____ _ _ DP9camatelleIe:•S t9eSPtambUr 18.2016 1a-00.00 A9 NOTE D E J_J _ 1/T 24'-0' A A.8 B C A9 F A.T J as M A.T P R 9A 9C gD gE D G H As K L Aj M N P R 4'-0' FLO' N'-O• 5'-O' S.-O. 1'-G• - 10,01 /Al t g5 -- = _ I� g5 � Il ��l4l�lsl�l�.IlllQLll o 1a. Design Incorporated p®Ilat - F - 16. S�taeu.uemeenusew aze33 V . 1. .. �I.- Soe zs3-oeoe PA% 233 080Y s f `/8fl Id-.-h. g3 -F =Y== - - -* - a E-m.n.ae.a-eRn�eem __ — A.L o b 4 Y b D for ---I=j - nf : .I I, 1 _ _ - --`----------- -------- - r ---- - I I . I --* ---III g o. I 12 Ah ti .N ______� - gi - T/ I i I . 4� gA 8B 8D gE 12 4—�IFes 21 12 10 y� c .. - - - - " - ` 'L- - - - ___Ji i -� - _ •_ _ P ��'�t��Fj'Via'"''�""�a_;,d;�§'- A A9 B C E _ - --__- -_ - - -ti - -------- - -- -_ p o I I - - -- --_ - -- _ -� _ Date: September 19.2014 - - Project 1d-00.00 Seale: AS NOTED :. — u3 III _ .. II I II E-o r-o O A A.E B C A.e F Al J. A.L M. 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T.O.SURFER. _ IX TRIM WRAPPED eft.11'-L' IIANOWMT FLOOR W 4 x L 1 T T.O.SURFER.DLro rwn CE0.LATTICEI CRAWLSP - CRAWE5PACEL EL 3L DACE TO.SLABSLAB - _ ______________ _____ -- _ rt--,_ � - ___________ - _ _� rL_��_�__ t • -DEL.3L'-0' Ir __' I ____________________II____ _________� _ ____________ ______-______ _________________�_________ _____� �J NORTH EXTERIOR ELEVATION " SCALE: I/1'-I'-O' '- R P N M L K Tw G T T B AQ a.1 as Q as A 1 ash$ REFER I} j{5 ] ,X/7py D RED CEDAR ROOF - _ .yef 9wMGIE4 AT 5'T.TB C!• A. v IXB wC FASCIA TR.SEE DETAILS FOR RIP W5 IX{'V'GROOVE BOARD T . 9wWCPD1 ;T I RED CEDAR BOARD ROOF CAP.TIP. _ � 3� ED CEDART S ROOF 9101GLE9 -T.YU IIOB LNG AT RAKE E WARD MAK TBR N M/ I ]e 90PFlTS.TTP. PVC 911E-RA%e tR - _ n NSTON I-ANT IN nD - RAILBR:CAPS.COMT. - ` PVC RARING AXD 1 , AM Fl III Hill 11 1111 R�CAP.(WARD .. PAc. IND - - - -- Affil9} DETAIL SNEET UNITE CEDAR WLL SNINGLE9 Ai T T.TD. SI01GLE5 AT 5"t.TD. AON ADX ADM - B/BOSTON CORNERS.TYP. ]150 3060 } FASCIA 1RM,SEE ]8]D`, DETALL9 POR RIP NT9 lit w{Y GROOVE BOARD C SIOMG AT SAVE 1ND FLOOR ) Iv Q{ SOFFlT9.Trn. F IX DEL.SY-i 3/8' ,, L^ ___-:._..._ - _� - -. i ` '� �• CEDAR 90XIWX�IL VERMAL IX 9CIA TRUI SEE I ...b MiB 4 I/T CUSTOM wC SILL - P��l-y+J DETAILS FOR RIP NT9 I ®® r AN r {Omo LBLN PVC SONG AT AVER �-IbTORIIEI r O Sb GEES ATXT TTO. SOFFITS.I ROILUNG SCEEN - I O/BOSlON CORNERS.TIP, TTMCAL-� A DM �] {OR l TTAGE COTOA E ® IX TRIM WRAPPED BEDROOM WING LXL PT,POST,TYP. T.O.SUBFLR. L� IX TRIM WRAPPED _ n EL.11'-L' �y LXL PT.POST.TYP. D S TRIM b 1ST FLOOR 6/1 X{XANOGANY T.O.SURFER SEE.97•-O' _ _ _ b T - CEDAR LAfDCE RARING CAPS.CONT. " ]%ClF1T011 nANOGAxT I P C RARBG AMD P-J Sepbmber!B.0.0 I 1 I EALLUSIERS.9EE PLo}eOt: 1A-00.00 DETAIA.5REV &.w AS NOTED DraaLl: MS CRAWLSPACE CRAWLSPACE I I I - T.O.SLAB T,O.SLAB EL.3L'-O' l=7 -' - -jr-} r _T_- ________ ____ _______ - I _ _____ ___ ____ __________ -� 3L'-0' I I y j' EL. a 0 SOUTH EXTERIOR ELEVATION -. SCALE: I//'=I'-O- goE � gD gC a gA gA 8g H 8D gE A.B A9 A.B VrD--,, n ° QD n 9TAMpXG 9EN COPPER l� I - AT�R�r T Nlsi l PVC SaL Y 10STORCA1.PVC SILL UNITE AR GALL ` 5lmrerde9�ARi 5 AT.TA. nnn �1 .1 SCSI— CC/BOSiON CORME S.TYP. U/B09 OX CORMER9.TYP. : 1', M., RARD ED ECO —V. - RED CEDAR 9. YDDF CAP.iry.lilt Des* 1 RED CEDAR Rom RED CEDAR ROOF -r. 11RR`V-AYit 'llr(Sl 9WIDLES At S'T.T.A. 51UIOLES AT S'GtA ]/Ixe PVC I - S/ale PVC FAKE TRN RA Do— To. U2 fete CA 1 PVC 9U3Do—Renaeh_.02U53 %1 PVC SIBFAKE TRn - SOB 239-080U aAxe TRn ` ' PA%SOU 259-080! ' I.,'Y GROOVE BOARD NEB -SS1NG0ATE RAKE BOARD . W `, AR .'Am `. C SD01L AT RAKE R-meU adabd-erehlacom 9pFRT3.Try. SOFFtt9.Try, ]%CUSTM nANWANT - - ]%NSTON NWOL WY RARUIG CAPS.CONi. - RMdG CAPS.IT. 'A'W, BAILWTERi SEE PVC RAEOIL ARD , i ao]e`,` ]p]e DeTAC 9MEET BALLWTERS 9EE - DETAIL SHEET11 1 H 11 1 11 11e] STORAGE LOFT - -- TO.5UBPLR. _ - EL.44'-f x TRR Ix3/I%e PVC - FASCIA T. SEE A. FASCIA TIN.WE ClITS ® ® OETAE9 PW RIP pIT$ - DETAILSPORRwOARS ® ® ` _____ ____ _____ _--- {YLRO BOARD Iw{ LROOVe BOARD %G ` - - - SO-T&1 ITyP.r eAve + CTD TL AT e.Lve 90FFlT5 YP. FWD M0 DECORATIVE CEDAR OECORATP/E CEDAR AON {OYU AON T'wSTORCAL PV<SM1L TrESER BRACKET TTTS R SRACPPT UON n051 YP. _ 9EE OEtM SHEET WE OETM 9NEET - - CMN 101LlES T S'TE CEDAR°ALL 01UTE CEDAR'T - Sl AE3 AT S'T.T.U. . ARS S /809TOM CORNE.RS TYP. GARAGE m/BosTox caRxeRs.TrP. T.O.SLAB _ _ _ _ _ _ - EL. H'-i' _ _ o.NDY-0LA aAG e%DOOR 1U(dl - STORAGE T.O.SLAB _ _ _ _ _ ________ ___ I EL.33'-4' _ _ _ _ - ______T____ ___ - I - -------------------- GARAGE - - - -- - - - - �I SOUTH EXTERIOR ELEVATION GARAGE NORTH EXTERIOR ELEVATION SCALE: 1/4'-V-O' SCALE: I/4'-I'-O' gs g4 g3 � g2 12gOT4 A. 3TAX-G SEAM • 9AXQRIGMAr AT O1POLA� CUPOLA . - CD AR UAL yu S 9NIN�LLEEDAAR C LL�L� p A 51AItde9 AT S'TIi.4 , UWtE CEDAR CALL "K'T b , C WSTON CORN aS Try. x . 1`x '] 1` - U/BosTDM CORNERS.T p ; vbia RED CEDAR BOARD ROOCEDAR CAAP,T1, ROOF CAP,Try. SUP RED CEDAR ROOF - RED CEDAR ROOF SKNLLES AT S T.TL. SNOILLE5 AT S'T.TA. 0t3/I%C PVC RRI ® R KE� VC RAKE TRm IXL �{ 1 PVC$118 FAKE A FAKE TRIM FVORG T 90AR0 PVC TS.SCU T AT RAKE - C TS. AT RAKC - SOFRT9.TTP. gOFFlTi Try. IS 11 «O SR I ]%CWTOn nANOLWT + RAm CAPS IT. n { SALLWTERS.9EE { STORAGE LOFT It DETAI sNEer L� tin T.O.5UBFL,�- - - _ _ _ _ EL.44'_4, J. - - - O IASCAe Pvc oesOA TFOR 1WE ruLs FOR 0P ars v RTe Pvc ® GROOVARD DECORATIVE CEDAR OET.AL]FOR WP CUT9 S PVC E BO C S.T AT eAVe HIRER BRACKET l JY UNTIE C.TAP. , SEE DETA SHEET ® ® PV °J°MG AT BOA Lp11TE CEDAR°ALL C1UTE CEDAR CALL SOFFITS.Try. S/R TAT S'RERS .1 CO ES AT S'T T.A. U/BOSTOX CORNERS.TYP. U/B09TOX CORNERS.TYP. �� AOM ADN ]1�054 M�151 ]qS1 ]qH GARAGE T.O.SLAB $- - _ - - _ - - _ - - _ - EL.44'-{' ' Date: September 19.2014 - Fq Protect 14-00.00 SKa1e: AS NOTED STORAGE T.O.SLAB I � L. t� I L IAS LSD 0u ______ _______________ ____-___________ GARAGE EAST EXTERIOR ELEVATION GARAGE WEST EXTERIOR ELEVATION - SCALE: I/4'-I'-0' SCALE: I/4'-I'-O' BUILDING ENVELOPE IY 7 4I/ INSULATION ASSEMBLIES Q A55Er1BLY CAVITY R-VALUE i - CEILINGS:CATHEDRAL 55.0 EXTERIOR WALLS: 1T.0 FLOORS OVER UNCONDITIONED SPACES: 11.0 "11)/1'x I/' ]AE LVL ].Oe Lvt 6! m00p R0. Orleem.Neveeeh== FAX 50tl 255-OtlP] d-erebeaeom /�' dew _- __ .\yT �.•' n� f•: a-e,eU.ao:a-ee<n�.eem e' I1IIII IDYL 11-11I -].OE. - - .•',"-' STUI IT U r-r +p LVl XmOe an. a AI r- YI'RTXD SIRPL0. 3'-e' r 1' - +p i 00' - n ON L rn'Ab]0 ° 1NO FLOOR i T.O.FLOOR SUB R. L pl-- ]OBTS AT u'O.C. Y+b QL _ T 0.SUBFLR e �' - __ - EL.51'-0 3/e' - vNue'alG°tlw Aot11Lx o ]xe/u•oc - - rOP a DBL.P<. EL.51'A 3/8' --� mIOCU RA. __ - - IIImOX 0.0. - BOTTOX CF Be III/!x e vX• ]11)/1-X n]I Lr x r vY 10e lvl 1 PLUSN LVL - J I.OP FLUSR LK - IXSLLATHI x Ali DROPPED BEAM _ Y rJB - IURRxa AT N'0 - b >? - MASTER MASTER - WAIN ENTRY BEDROOM BATH 8 )Y;0.O0 9 8 R 4 1 X{XAROO XY OECK00 )/!R LD SUBFLR 5T FLOOR r AA}0 6T FLOOR ON 2W PT.FRAI OR 1 vlr Ar,10 I$T FLOOR i.0.SUBFLR. - T9 Ar u•o.c - _ - T.O.SUBFLR. W o.c.rrn. - - - - - xers AT u OZ. - _ - _ _ -$- EL.I2'-0' T.O.SUBFLR --� - rAo 51P PT./ i} YI-x1VY 11 lJW PT. Y'�1 E DROPPED LVL aaaPPE01XL - CRAWLSPACE V. x Pr WA.l mcXRO ! b - 4 u'Oa.90M TrP CRAIILSPA _ n'1sL.wxcaErE feLE n ' 0OTIBE M.x Ir CRAWLSPACE M OR T'OA.•e. CRAWLSPACE CRAWLSPACE FOOTex•FaRrt rrv. - T.O.SLAB T.O.SLAB _ _ T.O.SLAB _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ '-O' -- - EL.3L'-0- r cplCffrE$lA0 Yi' I COxCRE1�5lAB W t'%r EL.3<'-O- EL.3L °�Acra®a Oi�� Y - o Ll R L+tl ox L In Par I �q co�Acr®Fu.°.xr`r.10L Y—d 1 SECTION THRU MASTER BEDROOM/ MASTER BATH/ STUDY_ I SECTION THRU ENTRY/ DECK R r A.L SCALE: 1//'-I'-O- A.L _ _ SCALE: 1/1-=Y-O" O9 1Q0 11 12 1Q3 1Q5 1Q6 IQ� 1Q3 1Q5 ��e� ��®, y�'r ' 120E i/'IYl x M 120E LVYL x H01 ]-0E)LVlL RgOE BM1 —e mD10R RA. TOE N io I 3/1'%F Tn' 4�L cusrrn al 11 AT. e Ln R1p4E 014 .,�/ '�''. _ iaewµAaeD ''- rOP OP M.0.. \ Na— BEDROOM E 3 'L� STU Y - OxOotl R.o. LOFT .. ml vrxL e - b ' py -o' a i vr�0i.6y uLR al i ve•M n lND FLOOR ° ,i p0 ]��a. ° F� l/d e -� 1 e N . 7ND FLOOR ]osr5 Ar u•A.c T.O.SUBFR. T.O.B10FLR. - - ]oem a m <.—1 QL L p - T SIU LR _ _ _ n E1..Sr-8 apex}xe AR Tuts -rOP aP oeL. `J I I'll. X DROPPED )/P x e rT VY Gtla ON IX m. I)If%F t/E AxTe4 OCbi. Ep000 R0. - mIOOU R - M1,�I O)IAE LVL ...... ].OB LVL DROPPED fuRIR14 AT 4'OA. .Oe LVL pROPPi9 n'fAB OR IX®. -- Vr OUB OR TOP 0P OBL.R. FIRM AT x•O.C. - 5'I 3/1•x 1 VYI'll I)/1'%1 VT —1 AT N'OZ. ].OE LVL DROPPED }AE LVL OROPPE - b ...... _... IM FLUSX LA ODOR R.O. - =e VY 0�Ox I% Z LIVING ROOM --•-. DINING ROOM MAIN ENTRY FURlm1G AT u•oc I =j ff MASTER b --------- __--- BEDJER - SITTING BED11{{OOM sn x 1 A.DEfr]xa r; OUTDOOR AT]wo PI PT.PRAnxO STORAGE NY PLruD.9118FLR, yr PLrLm.910F1R. ______ )n'RT00.51®P1R. )/1-PLYLD. OZ. BT FLOOR ox l yr Ab]o ax I ve'A+5 w D I v1•z r z 1 3/r X.L yr •-_ ox a Tre•Ab]o 1ST FLOOR oX u T Als IST FLOOR T.O.SUBFLR. +015T5 AT u•O.c. MT5 AT u•O.C. i.ce FLusN ivi i.ce FLusll LVl --j +a5rs AT u oc. T.O.SUBFLR. A>tsrs u Ac. T.O.SUBFLR. Li EL./7-0' - - - EL.42'-0' EL./2'-0' G� L� DUte: September 19.2014 i0P OF AB nl I)/f%1 N' n]1 l/+'x 9 N' - m I)/1'x 0 1/C m I)/1•%1 VY� EL.)Y-Y 20E pRCPPED LVL },oE DROPPW LK 4 Rvj.OL S NOTED 120E F, LVL LVL BETONO S<eb: A9 NOTED a� USIA+.11 vo<r CRAWLSPACE DInRn: LSPACE �ciEoFu.IXrlrv.�' - CRAWLSPACE CRAW CRAWLSPACE CRAWLSPACE - T.O.SLAB T.O.SLAB L4 T.O.SLAB _ _ 9 EL 3t,_�• _ EL.34'-0' EL.34'-0' - - - 1'COXCRETE&AS L/L•Xr 1'CONCRETE SLAB W L'%t' - 0 Ll 0 41 OAP.ON F IR POLY /� /\ tl I.1 n L1 tlAP.ON L ILL POl�f APOR BARKER p1 f'14X F /\ O/LL! VAPOR BARKER 011 L'Ipl. CON'R FRL.TrP. /A�/l�\\l1 )¢�1 ' COMPARED L\L LJ) SECTION THRU OUTDOOR STORAGE/ LIVING/ DINING/ ENTRY/ MASTER BEDROOM SECTION THRU MASTER BEDROOM SITTING AREA (� SCALE: 1/4' Y-O' A.L SCALE: 1/1'-I'-0' �1 BUILDING ENVELOPE n 10 II 12 O INSULATION ASSEMBLIES O Q ASSEMBLY ' CAVITY R-VALUE CEILINGS:CATHEDRAL 55.0 .EXTERIOR MALLS: 11.0 FLOORS OVER UNCONDITIONED SPACES: 41.0 DesiP M1 ��11Il1�c� 24E3LA%RIXE/BIL iaE)in ALE 011. ]qE lK 110i8 Ba Inc®r IWu✓1L Q1S'WY\SSY a a •• .,.'- 'to F.,, A o oilRRa..1{NaemwNU�i 01=1 - `` 253 ON. PA%SON 2S5-080'M D ` p TOPOP OBE.PL N® d-arthb.<Rm id+M OBL PL. _ ��-L�.• mmp0 R.O. 6-maH adOed-erthtncam pISTWI oUCO r TOP Qo PL )/1 x f XAX04AXT DECiRIi. '•-1 '- STROCT RAIL _ 1/T 4R9 ON IX W. ON]X TAPPBt CRT wamlG Ai u'O.C. REVERSE TAPPEIEEO ON IX�. PTO+ xEEPERE v EPON TOP OF M.R RWa1G Ai 4'O.C. FRA101G - RE5m ON EON ROOM L b R.O. 1] FaD L OVER 3/r Rm DYER S rota BEDROOM 1 3 FRAYING t1ElERERSIJU b 4 8EDR0011 R 3 BATH 1 3 _ - WRAFTERS 4'OC. AA b SUEN,LR Z. i_l• 7N0 FLOOR ONE yr A35» - 7X0 SUB I.R. JJWr9 AT wig/?A4b.oG --- glgrs AT u'oc. T.O.SUBF u'O.C. T.O.5UEFLR. - _ _ - - EL.Sr-1 3/A' OP EOTTM OF w yr LUa ON IX- R'. NAIIOGANY UECIDIIG FlOamIG AT N'O.C. •r3pl loE LK DROPPED ON.T TPAPPEOF TOP W M.PL SLEEPERS O/EPOn 1)r%1 R 3AE L3 rAPFER CUi TO - - APPIHI ro UMDERS ol, ^ EXD SPACED �sTnw ox E'011 RODRxc *r 04. SECTION THRU GABLE 3/r%r yr].tlE 3, L OVER 3/1'PLYW.OVEL LK TAPPER CUT SPACED PRAnX4 NEnaERs �s� DORMER AT BEDROOM F U.AT FXp SPAC® IF AT U. oz. COVERED °� DINING ROOM KITCHEN ? r LIVING ROOM }. COVERED ozf T Posr 4 A.7 SCALE: I/1'=I'-O' ro .PT PoST PORCH i 8 PORCH M TTP. a/IX TPnI.TTP. 5/1 X f NANO4AMY PECKING o O Ul 5/1 a NANOCANY M_ - ON%t TTFR NT OECmC ^T 3X10 PT.FRAIRIG ar000R - DN PT.FR— �T 6'0 PT.FRATIX(. 4'OC_TYP. T 4 O. TTP. 4'OL_TYP. STORAGE yr wrm.waFLa. - s s/r PlY®.,mPUL. ax L r/T A{5 30 15T FLOOR IST FLOOR ON r T/r us w - AasTs Ar u•o.0 T.O.SUBFLR �I ' T.O.SUBFLR. {arsrs AT u'pc _ - - _ _ _ - - - _ _ - - El.17'-0• y4L7�[Jly EL.1T-O' - . ' ]XN5 SIP PT./4'O.0 —al.3/1'%t VY Ill NI'x+vT IL l%N)Pr. f%f POST pnRO]PPED BIN, OA��911. - . - ]OE DROPPED LA 3.0E DROPPED LK JOrsT O fit 3.0E OPoPPED LK. Q - b - - CRAW.SPACE .0 o PERT rr W.CONCRETE _ CRAIFSPACE - - M. . 90NOTUBE . ' PER roRM ON 3r d POaI ON]l' - - DA,wocr - IN '—WT' - CRAIILSPACE CRANLSPAC - - - - FDDTXw FORM TIP. A POnn,I- - 'T.O.SLAB �^ T.O.SLAB _ _ _ _ _ - _ _ _ _ _ _ _ _ EL.3i'-0' EL.34'-0• _CONC R ETLE 0+O L+ .OR f W II ar Lc+o oRx cL+a AeaRreaRn Foa.o AOxa N f v rn ant xa VAPORBASSUNRONtFEL Por L T - COMPACTED EFL.TTP. COMPKTED ELL.TTP. SECTION THRU OUTDOOR STORAGE/ LIVING/ COVERED PORCH/ DECK �� SECTION THRU COVERED PORCH/ DINING/ KITCHEN/ BEDROOM/ BATH SCALE: I/1' I'O• - A.1 SCALE: 1/4'=1'-0' A.l 9 O 2 A B C F tl tl oy, p n - IT, F�13 a 3 TOP OP Ca.PL -N N I Yl'x 1 1T FOE LK REGE BIL e L STORAGE LOFT - ®w FDE LK ice ENL ❑ T.O.DECKING STORAGE LOFT ^ T.O.DECKING - EL.ST-9 3/e' ;,ol.Ro. h n - - EL.ST-9 3/8' ssalt,::_ - `b tl TE65 EM414® ' I n oFrxxw u:r X n;r m n/'%R va• F- INr�oca�wAlmG 1211 3/r x 1- ].OE LK RETE- ].Oe LVl RE(P SN. 4ANIFEVER - OaEANS CENTERED R GALL STUBS - L:l 4 n v r U.od. LOFT ATTIC F- a r0 die an. - r BALCO Y EIa3FLR.T nl DOD HEADER ON, AJ9]0 R IDX]]STFa 7N0 FLOOR POItT.LL El. a FEJ1 Er KNSTS AT 4'OC. 3 T O.FLOOR -- oel.a, Foe lK xeADER _ _ ___*_TO SUBFLR. D /4•a O pp i.0.SURFER __ - EL 51'-0 3/r EL.Sr-U 3/8' r%n cE5Tx4 Er.a W. fu°srsc�0uryot. - - o-� -_ HOSTS/4.O.C. — dal D(n FT. EAN nl 1 3/1'x+yr (F-a Y G®ON IX m. Vr IX FOE FL usN LA iviptwl4 AT 4'04. Z.AT 4'DO X �> b TOE I.V.HEADER n �v § REAR re = C $ BATH 17 BEDROOM 11 PORCH § W ® Q ENTRY 1.FLI•E1%i LK+ HALLaAT - LIVING R -a SCREEN PORCH 3/l-P.—SIEFLR 3/Y PLTOD.EIEPLR o � F� BEDROOM WNG ON ETSS"r A41 L. ON 1 yr AJs m D 13/r yr BEDROOM WNG -LL T.O.SUBFLR. .Iasrs AT VIA i.oe ivL - - $E 0.41'-L*R. $ ` 0i w O 1_rwAiRMG IIIs/l X f UAXOGAYY 0ECKnIG r OF L b M I. EL.11'-!' - D 3/1'%1 ttt' ------... - 3/r PL 3RaM �—� 140-p11 ioe FLusX LVL - ax 1 yr Airs w IST FLOOR b w •-----.. DI 13/r x+yr m nq•xn/r fpsrs A u•O.c. - T.O.SUBFLR. ��-s{ IST FLOOR 3.0E DROPPED LK 'FOE g3pFlPE0 LK _ _ T.O.SUBFLR. �1---••----- - - EL.11-0 F�sJI EL.il'-O' - - _- - - - -5/1% NAXO4AXY OE - - - - - - r III ^ ON 3.PT.FRANEI4 Date: Seplembei 18.0.o AT 4'OC.TYP. )1 I)/l'X 1 1/1' ]l 1)/1'%U 1/n' 31 13/1'%1 1/r ] )/r% fT%{P091 Pro cl I4-00.00 1.0a RUSH LYL 1.0E PLI15X LVL ].OE RUSH LVL ].OE PWSH LK TOM >? SCRI.: AS NOTED CRAWLSPACE n•dA.Caxcaere CRAOlSPACE CRAWLSPAC _ RR F.D o Te D__ NS FR1E0 SONOTUSE p[O PILLED 50OTUNE DNA.T3KIo0r LJJ PER oaT,ON]r CRAWLSPACE �JJ OA.RKIOOT FWTUIG PORN.TYP. _T.O.SLAB W CRADLSPACE FOOTING TOM.TIP, _ - - - T.O.SLAB - - EL.31-0' EL.3t'-0• - - G7 CI A CONCRETE YAB W{'%C 011011 YAP GM,Im POLY C QI DARRPLL O�'NP�OLT 1 L+a L+10I.ON f NL POLY POR aARRER Ol f na I F�/]�// PoR B EO FIL 011 r Nl.r_ RIENTPCOUPACTED EFL.TYP. b 0 U COMPACTED EFL.N I SECTION THRU STAIR TOWER/ HALLWAY/ COVERED ENTRY SECTION THRU BATH/ BEDROOM- #2/ LAUNDRY/ STAIR TOWER/ LIVING ROOM/ SCREEN PORCH A.l SCALE: I/1 1 O A.3 SCALE: 1/1' 1'-O• B C n n n n n BUILDING ENVELOPE IY 7 IY 4I/ Y INSULATION ASSEMBLIES Q ASSEMBLY -CAVITY R-VALUE CEILINGS:CATHEDRAL 55.0 EXTERIOR WALLS: 11.0 FLOORS OVER UNCONDITIONED SPACES: 41.0 - - - 61111 LY1lllllV.lIIY U.W✓JL`U� Design o- B2 RRule 8A - - eoe zee-Dame ]I I)/1'x I lro' PAX BOB 2SS-Oe0] SOe Lh amGe BII. - + NBB 4-e a-meB.aaa-.rerahn'f..eR- _ ioe I.RE G.W. - 10E Lh�mE Bn - n n O v \A\��IVY fABpPAIn1G A I. c I LL ATTIC r.00 'o... - MM AT 4 PIRi1mG AT u•0{. TOP q DEL.P.. __ __ TOP q OBI.0.. nXDom RA. - BOTTOM OF Bn f%I CenNG mfm0m R.O. FlOem1G AT 4'O.G - BEDROOM r7 m - tx{Pr Pori $„ PORCH LAUNDRT BATHROOM 17 . m/a rlmL TrP. Y§ ENTRY + S//z a PT. _ /1'PLM WLR. )/!0.Y00 SmeRR, AT C Pr Tr. )/1'PITI—D. A. OX I VI'•US f0 AT 4'OG TYP. OX I S A AA.0 BEDROOM®NG q I vc Aa to JOETS AT 4'OC. lOBrS AT u a.c T.O.WBFLR. BEDROOM WING M1 ]LSTs Ar u'o.c _ - - • _ _ EL. i 7.0.SURFER. a vEN To. AIL MO'OA COx(AETE - P E SOMOTRBE PERR PP am Ox lr + Du.'BKJOOr Y FOOiaG Faet TTP. CRAWLSPACE CRAWLSPACE CRAWLSPACE CRAWLSPACE _ - - - CTO RAWLSPACE- S - T.O.SLAB �_ _ _ _ _ _ _ _ _ _ _ _ _ _ - EL.3G'-O'� - EL.3L'-0. 1 Rare AB a r COIpRTE%AB m/{xC cant A mL+X L+nv.oNarm Par r coxcnere SLAB s/<x{ mnmL+nnr.q<rm POlr "I.L+mlt1.ON, Po Li I Ir11 VAPOR BAgpBt oX t'Iml APOR BAa9ER ON t'Iml. POR BARf�R OM t'MN. A TYP. Cap•ACTH1 PLL.TYP. Colfl Crep FLL LH CpPACTEO RL TTP. - - N SECTION THRU GABLE END OF BEDROOM o SECTION THRU BATHROOM �g� SECTION THRU COVERED PORCH/ ENTRY/ LAUNDRY _ SCALE: 1/1 1-O SCALE: V1'=1'-0' AB SCALE: 1/4'=I-0 A.e 9Q3 9Q4 9Q5 93 8� 9A 9C AC gE 9B 8C 9D AE VI RAFTERS ~ - 4 OC TERS - �wq �v(� a'vCl�'+--%✓`+I' 4.rn 1xa.,I�ADw 1112..OiAOER ODlpOD mlo0m RA. yx A'B ]%1 STUD mALt Q .1 STUD UAll Q CIIPaA FRA])x0 'q CUPOLA IRA f To ioe L Rq]LE BM1 nl I L.%4" IAE lh Bn ].OE Lh Rm(E Bn - f.OE LW RmfR Bn T lOE lh eDff BIL g n1 lxp soLn 7. - BLOCKING BErmEEXr RAPTERA TYP. mama Ro. CT f� -o• VY Gos Ox a®. 'S -0• _ -.�' AOTII N,t4. FURRNG AT 4.0{. rq q OBI.R T-0- ITT r¢ M ATTIC ATTIC AT )._Y ATOR STOR GE - STORAGE mmw no STAGEi *oP Or DBL STORA�E d I - !-0 1/]' TOP q OBL R. )/f RT®.5IBFLR. SLEEPERS/4'O.C. TUM _7.-AT 4.O.0 I)/r X+DI I / X "IPL SImRR.' lh TA T EN Cm TO LOFT5TORAGE LOFT 3.oE ryr AT Elm SPACEO ^ _)/Y RYmD.ors M w AT u•O.c oxT A to � STORAGE Ua5T5 AT ___________ __._ _ - EL.1/T.O.SURFER. - _ _EL.11'-s' R. AW__ __ im®ER BRACICEI,ISI BmI R DECORATVe r fABON '. VI/Y m Ox a® TNEER BRACKET -_ __ __.RBXG Ai O.C. - --- H li PlRtlnlo AYN•O{.- >,-POWDER T STAIR Te l4 - GA GE CLOSET --- G AGE GAR E a- ____-___ ______L- r----- --- ----- II i P A14__ WLCRAPT L 5 VLH]COnPO51TEW CR i L5 ]O C # 64— T F RAµ W _____ T—C 0/t'i%a.VLIO mmFR.1T-B I/Y ]%1 STIID9 EL 1Y-B I/]' OE D T O R i P 4_� fl.IY-B V]' DECK B/t'X t'.W/10 SI PLUS/I'OECK COXCRETE.Y 4'O.C. STAIR LL --- C3-OVER i; D aIDECK DEC 9 TOTAL 11]' III EL/S'-0' OFCK RIDGES�U14ROGtv VmEXI VERT. li.---- II C E XI VERT. --ARS IT4.O.C. it , REBARSAT4'O.C. GARAGEARAGE >• I' 4 xC SrEn m.Amnu li T.O.SLA.O.SLAB _ - - - - __ _ _ __ _ _ ______ _ _ '• _____ ______ uexB II - EL.iN 4 L [J L.14'_(•$- m ) PROVmB XI VeRT. n ____ 0I%N •BImB a m lm) 4I%11 m IJmO IX]I REBARS AT 4'O.C. BfM T TOP OR SHEEP �y IN V STEM VALL - BEYO A E BEAM Wa@T AR _ BEY POCKET Tq OnP�91FLP 'y7H',,,,.e -� 7j BET j u EL I!-I V]—� EL If-I VY 1IrF�II ffi - I b I Date: SaPLamner 4-2oU •Y E UtIF SHED RojaeL: S NOTED U❑❑ gg UNFWSHEDi 9 Stele: A9 NOTED UNFWS ET UNFINISHED Si0 AGE §n STORAGE Dmm IL4 STORAGE ffi STORAGE f CoxcRe SLAB I {-Iu' 8 eviaoe'e ax i�mL STORAGE �y STORAGE cawACre FaL TYP. T.O.SLAB T.O.SLAB q ELT.35'-1''- .Cm - EL. CgCRETE SLAB m/{'%{' r CaICRE %AB N t'%t 'COXCI@ P9LAB W t' OL+OL+mO➢.altrm Par m11 mL+n .OX<rm POIT YI+B L+ .OX{rm POLr VAPat EA R ON{'10l VAPOR a ON{'IIX VAPOR TE OM r ra, b Ca�ACTED ML TYR COI�ACTED ML.TTP. Ca1PACIEm Rl.TTP. Pam' (S tS O O SECTION A STORAGE/ DECK 7 SECTION THRU GABLE END OF GARAGE/ STORAGE L J RU T 13 S N THRU GARAGE STAIR I TH S AIR THRU GABLE END SECTION GABLE END , 15 SECTION e,._D SCALE, I/1'=I'-0• A.8 SCALE: I/4'=I'-O' q,8 SCALE: I/4' I'-O" A.8 SCALE. JL%e6yIlgn- Pa �iFXf - - ' Route BA A%S110 256_Offw OBOE 1 PD6 255-OBOI I - _ - R6B ad-arable mm . . _. .. _ - H-mail edWd-erchb com BEAM TO BEAR AN ES TT AL.GL I I ------------- Pi i ' I I .. ,.- - -.i I. :-. PJL- _- I RI- - • I-I I > I I r I _LC R 11 W 15 _ P 30 - W COnPO4TE - - - t - -- , I � wno®P PLU$ - i N VT DEC. P - O�ER DKK3 > 11� - RRIGES TOTAL - - Bf%I IVY THCK ___ 9 I I' I r I - ___ ixa Pr LeocER sKIaxED o ne raeAoeo rn]xw srP '- RUL JOIST B/I/Ye LAG SOLT5 .- PJB ROD Ill R00S STAGGERED ,OL. > PRIM 3/!PVC 5PACERS U.K. - _ .K.D(AND SNEATwNG L ;i I PJB , I ]%w YP/R•O UII ' D-�^�1 PJO 'oil _ bbY—�Ytltl - Products- - _ ]xe srn D.c PWdD Net QLg Product - L—gth Ph- Fill _r -- - FJI 4 II-1/0'AJS 20 44,0 I FJ2 2 II-1/e'AJ5 20 38'0' I _ FJ3 1 II-1/B-AJS 20 -- 34'0' 1 , PA FJ4 2 II-1/1'AJS 20 - 34'0' I _ ' pa __ ' FJ6 6 II-l/B'AJS 20 3O'O' I ]Im+%w PT LEDGER SKURED TO _ Pit 21 II-1/9'AJS 20 - - 24'O' JdSr v vYe uG BOLTS I FJl 2 11-1/8'AJS 20 - 22'0' I - - - Ur-14 2.AG WeATTWWGG - - m, FJB 16 II-V8'AJS 20 2010, 1 - - ,., R aadz FJ9 I II-1/e'AJS 20 - 18'O' 1 - = - r PETER FJIO 3 II-1/8'AJ5 20 IL'0' 1. - ". -.. - JL _ FJII 11 0-1/8'AJS 20 14'0' I - xxw srP/N oc FJI2 4 II-1/8'AJS 20 1.0' I � 'k c u`83 Te`L-`<J PJI3 3 II-1/8'AJS 20 - 10,O' I FJH 1 11-1/B'AJ5 20 1.0. 1' " FJI6 3 II-1/8'AJ9 20 L'O' I Canneaor Suamrg o il j- �. - - - BI 2 I-3/4'x 4-1/2'VERSA-LAM 2.0 3100 SP 24'0' 2 .Qt3 Mamd Product Planga Sk— Slaps JL B3 L 1-3/4'z 4-I/2'VERSA-LAM 2.0 3100 SP 20'O' 3 1 9mpsan HGU96.60/10 Nana - - - m ^ -� B3 2 'I-3/1'z 9-I/2'VERSA-LAM 2.0 3100 SP. IL'O' 2 1 9roPaan HHU5410 Nora - - - - 'R1.— - r B4 2 1-3/4'x 9-I/2'VERSA-LAM 2.0 3100 SP 14'O' 2 _ - slid ]xw rn A - 11 Sropean HHU5410 None _ x _ _ B6 3 1-3/4'x 9-V3'VERSA-LAM 2.0 3100 SP 12'0' 3 2 HUC410 Ra rm _ " . I t BL 4 1-3/4'z 9-1/1'VERSA-LAM 2.0 3100 SP 10'0' 2 - - r n1]xw srP R x 1 - - 23 9ropeen IUS 2.6L/II.88� Nana - - -. Bl - L 1-3/4'z 9-1/2'VER5A-LAM 2.0 3100 SP 8'O' 2 - - Be L 1-3/4'x II-1/8'VERSA-LAM 2.0 3100 SP 20.0' 2 - - - - - B9 e' 1-3/4'x 11-1/8'VERSA-LAM 2.0 3100 SP 14'0' 3" - - �' NIN PT LEDGER SECURED LT - BIO L I-3M'%II-1/8'VERSA-LAM 1.0 3100 SP 110. 1 - - laN JO15r B/In•4 LAG BOLrS - - r f]I ROB99TAGGEREO]N'OC. - - -- -- -- -- nl]%w TP 511 2 I-3/4'z II-1/e'VERSA-LAM 2.0 3100 SIR L 0' 2_ - PRovwe 3/e•Pvc SPACERS -- y" f ` e°° + + L STEEL FRME LEG BETLBEN)%AND WEA-6 B11. 8 1-3/4'z II-1/8'VERSA-LAM 2.0 3100 5P 4'O' 2 nI]xe 5rP KI 22 1-1/8'%II-1/8'BC RIM BOARD 0313 12'0' I - - '",r Bki 9 II-1/8'AJS 20 210. I c r - Bk2 24 11-1/8'AJS 20 2'0' , t r JL ,In f3 � I r a ` i I ' u ]xw SYP/R•O.G -J I> d 4 tii LL 21 FN •99 �r�,]� 5LAC TO 4 FA _ RUN Jg5T N Ye LA BOLTS PRONOF /N'PVC SPACERS N. FJ2 4� ; = y BEr➢EEN ANO SHEATIp1G , per ; - _ ® (� PJI - F a ,D9 11 I STEEL I.—ETLEGJ -' r -.. PA - r PJ3 __ _ __ __ __ ______ --------- _ __ __ __ __ 4 PA r -Pig - - � DOLN: September 19.2014 - - Pmj-L 14-00.00 Pit MINOTED I I I .. I I D HALL. US S i.. PA P� r y ^ - RIN IS LEDGER 5 AG O T5 - _ LD -- -- -- --- .]�]le0 xP _ 61S1L�1L1ite`Vlu d + - - DWI s Bo i Inc ER, gn- crpmfed ^Q P ` _ a Imuta BA eI f�00M'O.. ~� - 0,..--hwatte OE9S] '� FA AT r OZ.r RT Bt II R] - PA%50B 25 060, - rJ+ D-m.D aeew-eranra.aam 'PY rJ] - PJm ^G' , PA ai pa PA _______ _ ___PJB__� 14 PA PJ8 J - FJ9 0 }•' s ' ]xpni'O.C. rJ9 IIIE�s'r_r}--y�l FMVA fxf PJt] I ' I I _ IPJi 1 1 IPAI 4�t1 V ` ------------- 4 __ ------------- I ` \ ANL JET.L ST RATTERS AND CtG.KtaT4 AT R'O.C. AT LAOUER FRM01G - • A]won•O.0 _ r R'oc. ' -- a - ✓ q Iµr�L-JiU Be Pradxse , , rYFlip PbtID Net Otg Product Length Ph- Fit 6 I-3/4'x tl-1/8'VERSA-LAM 2.0 3100 SP 12-O' 1 - rY FJ2 4 1-3/4'xtl-1/8'VERSA-LAM 2.0 3100 SP 12'O• 2 FJ3 1 1-3/4'z U-1/8'VER5A-LAM 2.0 3100 5P 1010, I FJ4 i 1-3/1,x U-1/e'VERSA-LAM 2.0 3100 9P 8'O' 1 - PY FJS U 9-1/2'AJS NO 10.O' 1 FJL 11 II-1/8'AJS 20 24'0' 1 CaruLactae Sue 4 Pit FJ1 4 II-1/8'AJS 20 20'O' 1 N3 Oty Memd Product Fln 9kam 5 ]xe RFPeD TO 9fE PA ]xe RPPED TO 9ZE !pd PJB 9 II-1/8'AJS 20 18'O' I r'Be - _� RATTER r JET 1=5 AAPrER rAa JEr BLocNa pia 1 Sp_ HGUS6.50/10 Nom T N'OZ. Fro T m"OZ. � FJq 9 11-1/e-AJS 20 IL'0' I 3 9vpeon HNU3410 Nane - -- PA Pilo I II-1/8'AJS 20 12,O' I _ _ PA PA 6 5mpaon HMU5410 Nana _ FJII I II-1/8'AJS 20 10'O' 1 2 HUC410 R-rsa - - - PJa PJI2 4 II-1/8'AJS 20 1.0. I 1 - 9mpmn NUS 1.81/10 Nov - - rY _ S FJ13 2 11-1/8'.AJS 20 V 0' 1 _ _ rJ3 I 11-1/8'AJS 20 4'0' 1 II 9vpaon IU9 2bt/9.5 Nana rY PJ14 2 Smpean IUS 2.5L/tlb8 Nano - - ND BI L 1-3/4•x 9-1/2'VERSA-LAM 2.0 3100 SP 24'O' 3 _ _ r u 9nrpeen N9 2bt/11.88 Nana _ rY B2 L 1-3/4'z 9-V2•VERSA-LAM 2.0 3100 SP 20,0• 2 3 Sp_ [US 2.5011.88 Nona - fxant'oc. B3 3 I-3/4'x 9-I/3'VERSA-LAM 2.0 3100 SP 20'O' 3 - -0]xe c T. _ 54 4 1-3/4'x 9-1/2•VERSA-LAM 2.0 3100 5P 14'O• 2 P•N c I , B5 3 1-3/4•x 9-V2'VERSA-LAM 2.0 3100 SP 14'O' 3 ' I A' BL 3 I-3/4'x 9-Vl'VERSA-LAM 2.0 3100 5P 12'0' 3 - P + A ____________ ]wOK Z. ' B1 4 I-3/4'x 9-1/2'VERSA-LAM 2.0 3100 SP 10,O' 2 - BB 10 1-3/4'x 9-1/2'VERSA-LAM 2.0 3100 SP V O' 2 nr_ P.aeAn `-rD` - --- -- -- ---- dt. r -- -- -- --- -- - -- -- B9 - 2 I-3/4•x U-1/e'VERSA-LAM 2.0 3100 SP 24'O' 2 ___ - rn two i T L] a 2 1-3/4'x U-1/e'VERSA-LAM 2.0 3100 SP It.,O' ] scnN:Rr' .y oPExoa, Bit 3 I-3/4'x 0-1/8'VERSA-LAM 2.0 3100 SP 14,O' 3 ' fwo - B12 L 1-3/4•z U-1/8'VERSA-LAM 2.0 3100 SP 12'O' 2 ' i ^ BI3 I I-3/4'x II-1/8'VERSA-LAM 2.0 3100 SP 10'O' I AT uoDER PRAmxG L DER'Amy _- - _- _- CATHEDRAL m•o.c. " 11• C. , ��; m R CEWG ABOVE r x I I , I BH 2 1-3/4'x U-1/8•VERSA-LAM 2.0 3100 SP 8'O• 2 I I I BI6 3 1-3/4•x U-1/8'VER5A-LAM 2.0 3100 SP V 0'- 3 -�--r" _ �I GABLE GTRu49 ___ 1 OPF>mW e'x BIL 2 I-3/4•x H'VERSA-LAM 2.0 3100 5P H'O• 2 �- -- __ __ -- -- L -- - ` - - - - B11 3 1-3/4'x IL'VERSA-LAM 2.0 3100 9P IL'0' 3 C _- 134 _a°� oPEnemIGT Baem S,md bU Other 2 3 I/2'x Y O' Gemnc Metervl L'O' Benm 9med bU Other I 3 I/2'x I'O' Gemnc Material 4'0' I 'I� Baem 5ned bU Othar 1 5 1/2'x 9 1/2'Go-..Meteml 14'O' 1 .. :: :!E-•=_ Beem 9,xed bU OLMr 1 6 1/2'x 1'O' Gomm MSLarNd H'O' I m 1)J•x Va v, .', m P rt• .o v,LVL' iwaH RIDG aEA 5 P E- .. OFENu1G Op IFe Beem 5mad bU Other 2 5 1/2'z 1'O' Gemnc Material 12'0' I �_'__- Baem 9,md bU Other 3 6 I/2'x I'O' Gemnc Met end 8'O' I 'i Baem 9,md bU Other 4 6 1/2•.11 0' Gemnc Material i'O' 1 1L :"::.",en eeioRem AOER. $ ::1'-- a IQ A. `W R R R R 3`. ,ta•B9 RI 2 4-I/2'BC RIM BOARD OSB 12'O• 16 I-I/8'x II-1/8'BC RIM BOARD OSB 12'O' I 1 R2 __ __ "I'- ' o'� L `y ♦ I � � �J11 �7 C R3 I I-3/4•z II-1/8'VERSA-LAM 2.0 3100 SP 12'O' I ]x • •----- - I __a__ __ u_ __ Pi. , I iI ti �a 4 Bkl 6 II-1/e' J9 20 2'O' I _ i ; _ _ _ _ _ __ __ __ ______ _ _ __ __ ------ A ___ _ _ , i ' I I it II i ' I I � .'.'::1 1 1V ___ __ __ __ __ ___ __ __ _ ______ __ __ __ __ _ y _ � Data: 9ePtember 19,2010 D' j 04 , ProJacL I4-00.00 AS NOTED oQx _ I ' , , Dram:09. N9 - I _ _ GABLE 4La1 S x 1 s _ _ _ - JI J ATSI{LA046 FRAmRG h ------------ A 9 LAOOER FRAMRG O --- - AT IC OZ. �x AT LADDER FRAIm1G L__ . . Q - ----- T . - _.____ ______ ,_____. �RErea ro DRAmlc�-,. 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BI6 4 I-3/4'x IA'VERSA-LAM 2.0 3100 SP 20'0' 2 B14 2 I-3/4'x IA'-VERSA-LAM 2.0 3100 SP 12'O' 2 J - Bn 2 1-3/4'x IL'VERSA-LAM 2.0 3100 SP 10'O' 2 ITif Bed.to 4e d}ad by other 3 3 1/]'x 4 1/2'G—Met—I _ - Bean to be dmd 68 ether 1 3 1/2'x 9 V2'G--Met-1 4'O' I JXniu•o.cvo Twee bg other 3 6 1/2'x 9 VT Gerorn Materwl LL'O' I •e,I ''4 Tendon Ring Bed.dze bg armer 4 5 1/2'x 4 1/2'C—Metendl 17 O' I ____________________ ________ p Lt i I vz --- REFER TO OR— ]]FOR LMR -- - - nl]%n nr xno nl JXI nl}XIO nl xxn H CA ------------------ RO01PM.XL 9Y T L':.0 O.C. L f ` i 1]I nl]n0 nl 1]I] nlJ - J%e LADDER FRAI.IL AT LL'O.C._____________i_______f___; _ LREIER TO DRAOXG R 9.l FOR LODER Q ROOF FRANNG 0�J Ni I L•____ T K NT SK S SK SK - 1 K L SK GNT po _ G G O G Gr 0 aP i I I I II I __________'____-' _____ _ __ __ __ __ __ __ IN nl}no niJ rn}xn nuxq m]xn ----------------------------- L AT REFER lb DRAYFNG B]FORtOEER G__J ROOF PRAMNG + \``• I " - ' .ere.i •r I '--- ----" L=-7" Deb: September 18.2014 -_ _ _ ProlecC 1s-00.00 ____ t _ - s-1. AS NOTED _ L REFER TO DRAWNG 0— NS I I -' SROOF FRAnxE. FOR L G - I ' ----- I II 1 � _ r I •� I - t� --------- q t=y7 L OVERLAY DISTRICT: 441 }MIN n? A ` GP - Groundwater Protection District' ` Vent - Final Location to be tt As Shown on Plan Entitled Determined at Time of Installation so DESIGN DATA as to be as Inconspicuous as Possible Revised Groundwater Protection �� Single Family-3 Bedrooms Overlay Districts" - April, 1993 t, No Garbage Grinder SEPTIC NOTES Provide Charcoal Filter r*. ^; N Daily Flow=3 X 110 GPD=330 GPD 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours • �� Septic Tank:330 GPD x 200%=660 Gallons Prior to Any Excavation For This Project the Contractor Shall Make F.F. EL. 41.13 * x the Required Notification to Dig Safe(1-888-344-7233). r Use 1,500 Gallon Septic Tank F.G. EL. 42.00 " 2.The Contractor is Required to Secure Appropriate Permits From Town F.G. EL. 40.00 F.G. EL. 50.00 , LEACHING AREA Agencies For Construction Defined by This Plan. ZONE. 3 0 � ar ).`•' 3.The Water Line Shall be Constructed in Coordination With F See Note 4 (typ.) 3 M in. ;+ .. +".* w ► * ' 330 GPD/0.74=446 SF Required RD-1COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 I 1 Sidewall=2(12'+25')2'=148 SF &310 CMR 15.00. o ' Bottom Area=(12'x 25')=300 SF SEE NOTE 7 TYP. Tee For Area (min.) 87,120 SF (RPOD) 4.Install Risers with Cover to Within 6"of Finished Grade(5 Required). ( ) 448 SF Total Provided Baffle Frontage (min) 125' �� Cover Over Pump Shall be to Grade(1 Required). LEACHING CHAMBER DESIGN 5.All Structures Buried Three Feet or More or Subject 11 Setbacks: ) to Vehicular Traffic to be a Fe Loading.It is the Engineer's Width (min)n n a g EL. 38.00 EL. 36.50 Top EL. 47.00 All Pipes to be Schedule 40. Use Recommendation that H-20 Always be Used. Installer To 1000 Gallon EL. 4 7.50 H-20 Fron t 30' 2-500 Gal.Leaching Chambers in a 6.Septic System to be Installed in Accordance With 310 CMR 15.00& Confirm Prior EL. 37.00 H-20 D-BOX EL. 47.33 1 15' Side 10' Location Map. 12'X 25'Washed Stone Fields a Shown. 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable To Any Work 1500 Gallon EL. 36.75 H-20 Pump Chamber H-20 T8 Min. Rear 10' ' Board of Health Regulations. Waterproofed/Sealed EL. 46 DO 1 =2,D00± 7.All Piping to be Sch.40 PVC. Septic Tank w/Two (2) Coats of Approved Sealants � f Leaching Waterproofed/Sealed Flaw Chamber 8.Inlet Tees Shall Extend a Minimum of 10" w/Two (2) Coots of Approved Sealantr € � . Below the Flow Line. Equalizers �. Bot. EL. 44.00 9.An Outlet Tee Shall Extend 14"Below the Flow Line, If Required RMand Shall be Equiped With a Zabel Filter or Approved Equal. 1 t If Encountered Remove & Replace ASSESSORS REF. . ,• P _ _ _ v All Unsuitable Soils Within 5' of a FLOOD ZONE. Map 230, Parcel 104 Bedding,"T"s, & Baffels The Outer Perimeter of The System a 1 _I as Per Title 5 Minn. 10' Min. Slab (See Notes 8 & 9) Zones: 0.21. Annual Chance Flood Hazzard Zone X, - BOUYANCY CALCS 20' Min. - Foundation EL. 33.93 0 & Area of Minimal Flood Hazard Zone X 1,SOO Gallon H-20 Septic Tank Assumed B Lake Groundwater Community Panel No. Per Dry Dead Weight=21,230 LBS #25001 C0526 J Uplift=64 LBS/FT3(6-2"X I F)=4,341 LBS/FT EL. 31.5 4 July 16, 2014 1.55 FT*X 4,341 LBS/FT=6,728 LBS Devloped Profile Of Proposed Septic System Groundwater Encountered e 1,000 Gallon H-20 Pump Chamber See Test Hole 3 Dry Dead Weight=14,500 LBS Uplift=64LBS/FT3,784 BS/TT 2,784 5,702 LBS Not to Scale DIRECTIONS. 2.05 FT X 2,784 LBS/FT=5,702 LBS From Hyannis - Follow Route 28 West U Flnlsn Grade sCenterville; Lane;r e; Take a right otno Cd toward Cente vill >T- Phinney'sTake a left onto 3' Max. ' "( i1 .€[' I�� =.<r; .. `; .�_w. I, .�,�1 , ((�1I�` Loomis Lane; Site is on the left, #45. J ,r_ �. _ 9 Min Compacted Fill Filter FEMA Zone Line Fabric l A k % See Map #25001 C0562J And/or All Effective Date July 16, 2014 ' �` w; Pea Stone 1 2"0 Galy. Pie / /;' k`kk k;k �jvJ • - LEACHING 3/4" - 1 1/2» For Float Support f0� k k ( � i " Double Washed Locate Junction Box Q �j' Q k k k CHAMBER Stone Outside of Tank / �� k k k k \ 4b Q k Ar \. k4' - 10" Pump Power & Float Control .� 1`k k _ Cables Installed In Accordance - I As 'kz �}� k 12 With Federal, State & Local / To D-Box Bldg. & Elec. Codes Min. 2' Cover k k Cross Section Of Chamber O I `, k k k �j Not to Scale PERC TEST: 14,431 4'-2" - nn \ / Edge Of Lake k k� �5�' k k \ d \ PERFORMED BY:CHUCK ROWLAND,E.I.T.- SULLIVAN ENGINEERING 4 O From Septic Located 301SEP105 khv s k k k Lot 4 ` SOIL EVALUATOR NO.13,586 Tank. Sch. 40 PVC ` k WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE Precast Pum EI eV= 32.9 � 'A JULY 21,2014 Chamber NA VD '88 ,," a -� \\ TEST HOLE- I EL.43.5 TEST HOLE -2 EL.44. A LAYER 10YR 3/1 A LAYER IOYR 3/1 392 p gwor VERY DARK GRAY VERY DARK GRAY o� �oL___ _ ??pf? 4" SANDY LOAM 43.2 6" SANDY LOAM 43.0 �� Q� .' Q� BW LAYER IOYR 4/6 BW LAYER 10YR 4/6 1000 Gallon PRO I DARK YELLOWISH BROWN DARK YELLOWISH BROWN OQO L A Y c a 1 p 24" O M .,AND .1.5 22"- LOAMY SAND 41.7 �� o� Aq,-j ��w �� \ h; Q R ?DOF RUNOFF`, i ( C1 LAYER IOYR 6/6 C1 LAYER IOYR 6/6 Pump Chamber Plan View 3'x6'/ \ OR DRIP Native Shrug BROWNISH YELLOW BROWNISH YELLOW Landscape Island �' ~ ` '' O v °� � - COARSESAND COARSE SAND Not to Scale i Lot 3 ^...Q� Q1� "�o.sa $ (, I ' 26" PERC TEST 41.3 \ -,• yQ 4�. \ i 25 GALLONS IN<15 MIN k r 29,950fSF To Water Line \ � �`��. �T': „i set Jig 2 - 1. 48" <2MIN/fN LTAR=0.74 39.5 48" 40.5 / (• ,;Q k k 26,950tSF Upland Q� C2 LAYER 10YR 8/2 C2 LAYER 10YR 8/2 77 j VERY PALE BROWN VERY PALE BROWN 1 r�� 2 120" MED-COARSE SAND 133.5 120" MED-COARSE SAND 34.5 24'"0 C.I. Cover _� A �k> k k � 0 / O �y Shy � V 11• � � \ O NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Or 9" Min. Finished - ( k k J 4"0 Sch. 40 PVC 24"0 C.I. Cover \ X BF e/% �jf\\► Approved Equal Grade I \ k k k� RFM�V \Y / / From Septic Tank Rim & Cover - 1' j % O z k x O �� .4 ;. - 0.5 - 1. k cu0 QO�� ': ; G i fir , k Q36 `\ ;' J r- a � TEST HOLE 3 EL.a TEST HOLE 4 EL.a � k k O \ O / / / I o t �� ■ A LAYER IOYR 3/1 A LAYER 10YR 3/1 O Q k Al N`�n �� 7 s Q O!( V tJ �, i s- VERY DARK GRAY VERY DARK GRAY _V V 7 t Q \y y t i o 18" SANDY LOAM 39.0 16" SANDY LOAM 39.7 Conduit Thru Chamber For Drill 1 8"0 Hole ,9�o(C°,�) O,$� A2 k �\ �ww / c BW LAYER 10YR4/6 BW LAYER 10YR 4/6 Gal v. Choi 2` ' "� o ' W DARK YELLOWISH BROWN DARK YELLOWISH BROWN Power & Float Cables For Drain S$ k k �' OQ' o a ` °�3¢ k k +4 Q (L �`�do��v`r , W W I� O � .< 30" LOAMY SAND 38.0 30" LOAMY SAND 38.5 Emergency Storage n v. 36.50 To D-Box $E k k k` k 50 8 S , / .. ! o BROWNISH YELLOW BROWNISH YELLOW k °'� \ o / u i 4j ` Z Cl LAYER IOYR 6/6 CI LAYER IOYR 6/6 Volume 330 Gal. in. 2' Cover k k k\': / i ,' �G W W Float Switches ` k t XI TIN ' f' I rn� 30" PERC TEST 38.0 l COARSE SAND COARSE SAND Alarm On El. 35.20 k 2 Req d `A, k \ 'T / ' F _..__ _ ' ^ 25 GALLONS IN<15 MIN Lead Pum On El. 34.70 Edge of Wetland as PFOPOSE k ka k R MO Q 0 i N 48" <2MIN/lN LTAR=0.74 36.5 46" 37.2 111 k ` 0 Pump Flogged b ENSR 18 OCT 05 k A. ng 100' �' i SEPTIC ,tA K 153 Gal. gg y / / ti A, - Sep,c System __ / of VERY PALE BROC2 LAYER IOYR WN VERY PALE/2 C2 LAYER BROWN Pumps Off El. 34.10 kj k 1`Ca;'B REMOVE € % Q iv / Fay f 120" MED-COARSE SAND 30.5 120" MED-COARSE SAND 31.0 Secure Pipe at Top & C k ` i l 7/ / 1 GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Bottom of Chamber 2"0 Sch. 40 PVC S SI k ` � !; PRO OS 12' / k ��,. ,l• PUMP CHA B�R 0AO €D y < Threaded Pipe �9j k - / �• / y p ��jj....�� o k `1I I I I SITE PASSED Check Valve A,o� S- j/ f ,6 \ rt 1 2 H.P. Myers Pum r % ( o or Approvedqua J t �; C /, % \11;: \ m I MITIGATION CALCULATIONS ��' / f _ ROPO ED; r►� o- Bottom El. 31.75 26 ( t r^ s,•�: / 1' D B X n, a / \ 0-50' BUFFER 6" Washed EXISTING HARDSCAPE = 0 S.F. °qF v �/ ( ton Drive Stone Min. PROPOSED HARDSCAPE = 0 S.F. / S w / h Aib\�7 oc�oO� TH-4 50-100' BUFFER - _o crt 1000 Gallon EXISTING HARDSCAPE = 1,230 S.F. \ 1�5� `` �; - N \ Pump Chamber Section Detail PROPOSED HARDSCAPE 2,595 S.F. (+1,365 S.F.) B.M. _ U C EL. 1 _ i' 11.5' Fence 1, � _ � � �H OF�y9 ' C p / Stocko a.. 1 CP p. y�kP 4dq� MITIGATION REQUIRED 1,365 S.F. X 3 4,095 S.F. \ V ( _- - `� 119,.•�� PROPOSD O` MITIGATION PROVIDED = 4,095 S.F. o % Not to Scale A,c ,� Q o° a // S�g`51 1 VENT � f c `� Legend �� _ N/fTordlt LOT COVERAGE n/ o PROVIDE CONCRETE Paul R THRUST BLOCKS gk i6245�311 PROPOSED LOT COVERAGE - 3,820 S.F. (147) / AS REQUIRED e o� L 7c h Holly Tree (INCLUDES MAIN HOUSE, PORCH, DECK, AND BARN) ' \ / Correct Flood Zone Map Name & Date 10-22-14 Deciduous Tree FLOOR AREA Add Lot Coverage & Floor Area 10-22-14 PROPOSED FLOOR AREA - 5,114 S.F. (197.) Update Flood Zones & Dotum(Verticon -0.87) 10-20-14 (INCLUDES MAIN HOUSE AND BARN PER ARCHITECT) Coniferous Tree Update Foundation Grading 9-11-14 Revision: Add Two 3'x6' Novive Shrub Islands 8-26-14 Y Wire NOTES: PREPARED FOR: PREPARED BY: TITLE: o CB/DH Site Plan � Utility Pole g Sullivan Engineering, Inc. CapeSury Proposed Improvements U Light Post 1.) The property line information shown was ]c ® Water Manhole compiled from available record information. Eric J. &' Simone S. Fischer m PO Box 659 7 Parker Road n1 At oHw Over Head Wires 2.) The topographic information was obtained 48 Homeward Lane Osterville, MA 02655 Osterville MA 02655 ~ -E Electric Line (underground) from on on the round survey performed on ( ( ) ( ) 45 Loomis Lane in G Gas Line (underground) g y P Walpole MA 02081 508 428-3344 508 428-3115 fax 508 420-3994 508 420-3995 fax - or between 301SEP105 and 12/JAN106. -.35- - -Elevation Contour (1' interval) D Wetland Flag 3. The datum used is NAVD '88.) Bamstable (Cen terville) Mass. o Water Meter 20 0 10 20 40 80 Draft: JOD Field: WHK/JPM �L Review: PS Comp/Draft: WHK/RRL DATE:,fit July29, 2014 SCALE: 1 11=20' Prof. 25048 Drawinq # C656G1 vruiller / FEMA Zone Line Hbs o opt . .• As Shown on FIRM Pt sg° If I Panel #250001 005 C Littl n reat LoCU / Revised 191AUG185 Pt /a I c4P � �• a•�Oq• . J •b a r QQ \h . a, on :.• • ;�,� > \ Location Map: 1"=2,000f' / I MV7 \� \ / ! ` OVERLAY DISTRICT: GP - Groundwater Protection District As Shown on Plan Entitled ASSESSORS REF.: Edge Of Lake Revised Groundwater Protection Map 230, Parcel 104 Located 30/SEP/05 /// 1 I� .\ Lot 4 Overlay Districts" - April, 1993 El e v= 33.8' OWNER: ZONE: Carol A Swartz 59 Loomis Lane /I' C< l \ � k 9� w l°�?zo /l I i RD-1 Cen tervill e,MA 02632 / I Area (min.) 87,120 SF (RPOD) A4 , \ �: Lot 3 / ° I I I Fronts e (min) 125' i \ 29,950±SF To Water Line I I I Width min) na �' \ I I i Setbacks: 26,950±SF Upland I Front 30' / FLOOD ZONE: L �g Side 10" Zone 8 & C m` fbook 18S 92� , I / / / / Rear 10 OQ' Community Panel No. / o / A yes \' ,\ /l / , O #250001 0005 C m \ �� \ / / , / O August 19, 1985 7�/? QS �I 50/ \ // �^ / ,` ` \\ '� ��e�j`•sty rv/ � I \ � // ,�\ / i Le end.. o �..... ILI Q�13°Ao / // / y` \� `/\\ o m Holly Tree l 1 � a � , wo u), \ N �{ Deciduous Tree � Edge of Wetland as I ° _ st�1e Wall Flagged by ENSR 18/OCT/05 j 100' -� / / / / / / / o/ Q / �� o Coniferous Tree co co C- Guy Wire Ala `` t / / / / n s�8 / / / / / / ( o, \ El CB/DH -C- Utility Pole F -°>. �xisring ) , > Light Post S,oSe�tic System / / ✓ / / / Water Manhole ol` 1 ° ( / l l / _---�- \ Over Head Wires 6oc*_\\ I �/ I'.� / / / �,- I ,___ Stone pn-� —, \ E Electric Line (underground) / s I I I __- __- �s \ c Gas Line (underground) roe f ,y _ - _ � Alb 4°aP �8 � � \ , 1. i - �-- — —s5- — -Elevation Contour (1' interval) CP No P Wetland Flag - a Water Meter a Alc S79•51 18 R. \ PaulNR Tardif b LHEI:F,EUY IBk 162457311 \ \ o�4Oo > !#31312 " df 1 qq FED {/ 7t/e: PREPARED BY. PREPARED FOR: Notes Revision: Existing Conditions Sullivan En ineerin t Inc. Ca eSury 1.) The property line information shown was ? g g Carol A Swortz compiled from available record information. Plan of Land at PO Box 659 7 Parker Road Osterville, MA 02655 Osterville MA 02655 59 Loomis Lane 2.) The topographic information was obtained 45 Loomis Lane in (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax Centerville MA 02632 from an on the ground survey performed on or between 30/SEP/05 and 12/JAN/06. Mass ) °Bamstable (Centerville 3. The datum used is NGVD '29, o fixed mean ~' Draft: Field: WHK/JPM 20 0 10 20 40 80 sea level datum based on the elevation te: Scale: Review: Comp/Draft: WHK/RRL I I I i of Lake Wequaquet = 33.8' (30/SEP/05). January 12, 2006 1 =201 Proj. # Drawing # C656G1