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HomeMy WebLinkAbout0202 SEA VIEW AVENUE (2) _ �._,. _ =..r:� �� � �. E Q IS 7 1 { 7 Parcel Lookup Page 1 of 1 S TV 1A.15 T,4191.t. •i {_j. Logged In As: Parcel Lookup Tuesday, November 7 2017 Nancy Larned Road Lookup Condo Lookup Multiole Address Lookup Reports Search Options Search By Street Street# 202 Street Name sea view • 1 Village Osterville v I Search <Prev Next> Page 1 of 1 Rows/Page: 10- { Parcel Location Owner Village Index Map 202 SEA VIEW AVENUE - Multiple 138- Address ALLIEGRO, GEORGE & OSTVIL 1450 138014 014 (193 WASHINGTON AVENUE - DEBRA Garage) 202 SEA VIEW AVENUE - Multiple 138- Address ALLIEGRO, GEORGE & OSTVIL 1450 138014 014 (202 SEA VIEW AVENUE - Main DEBRA House) http://issgl2/intranet/propdata/lookup.aspx 11/7/2017 DIRECTIONS: FLOOD ZONE: ZONE: From Hyannis take Route 28 toward Osterville. Take Zone X Minimal Flood Hazard Ya ( ) Area 87,120 s/Min. a left onto Osterville West Barnstable Rood and Community Panel No. Frontage (min) 20' L¢k follow to the end. Take a left onto Main Street. y250001 0776 J Width (min) 125' °''• ia•" _ Bear right in village onto Wionno Avenue, and at July 16. 2014- 1.;, •.''`''' ,� Setbacks: the end follow to the right onto Sea dew. Site is on the right, 11202. Front 30' Side 15' ..o `sti h•;, ;;:,.., ".;d ••'�`C •' Rear 15' 7:: .,, �•- Y y./y f�',l�:li�•'v eat"F ; Washington Street LOCATION MAP: E cb/dsk (40' tide Public Road) 1"=2,000t' N 0'38'3 N75'OS'20"E ASSESSORS REF.: 13.48 cb/dh cb/d k 101.58 /nd Map 138, Parcel 014 Fn 16.5 16.5 Existing Garage OVERLAY DISTRICT: Concrete AP — Aquifer Protection District Foundation N 78.5 TCF 23.0' 3 15.4 °C J0 S O W Q' O O d • 7CF 23.8' 19.5 Q 20.0 v W O Existing Concrete o a 19.5 foundation w �I m I I,e Ify that the ewctona shorn y hereon conform to proNalone of the Capeckl pmmlt Iaaved by the Torn a/ ° eamalable Zonm9 eoaM of Appeals p r.gbt—d oa Dowmenl No.1.297,093. \dS rn Q Y a 1 Lot B1 Area 24,1601 SF 87.5 X HOF'MgSJ' QUL��INh.r o� HAR T O NOV 16 2016 a N C I. OWN OF BARNSTABIJ N75'05'20"E 263.42 Sea View Avenue nna VR(YAFEI) Site Plan en ARPAREp rRt NpiEi 1.)The property Ibis Inlarma d l snam ras New Concrete Foundation Bnglneering& Alliegro st- Imm ow9able reeard i fo mol a As Built At ullivan Coneultlng Ina 2:)swmaf .ere)ocated vam9 .<nuonmaa,rray metnae& � 202 Sea View Avenue am— 9—•T^'"d6Ob�"`� 3)Dolam ed b NAYD'81 .ao.ro�O.m.•....e1.�e Barnstable lostemite)Mass. 9 ft CR b a to b °'ram October 17, 2016 sr•,e• 1"- 20' pre t '"E'�y� Town of Barnstable M`. �0 Building Department- 200 Main Street �pTenMn+A�� Hyannis, MA 02601 Tel. (508) 862-4038 i Certificate Of Occupancy Permit Number: B-16-2538 CO Issue Date: 8/31/2017 Parcel ID: 138-014 Zoning Classification: RF-1 Location: 202 SEA VIEW AVENUE, OSTERVILLE Proposed Use: Gen Contractor: DAMON L KENDALL Permit Type: Residential - Single Family Comments: Building Official Date: g_a�- � Id- 253 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �,�`"° � �� Application Health Division ,, rQ�U ,ar�., Date Issued 7 Conservation Division J� 4P Application Fee Planning Dept. 0y Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis n �� o .p Project Street Address \Sea b1lew 1}0f Village 0 57?/`(/j (e Owner -e o Address Telephone Permit Request TC7 DelKo ��) I� -k Lo,., T JA A Lcf W Le Square feet: 1 st floor: existing proposed 2- nd floor: existing proposed �7£Total new Zoning District Flood Plain 0174e Groundwater Overlay �� y l Project Valuation &912 6100 Construction Type Lot Size�1� p Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family IV Two Family ❑ - Multi-Family(# units) Age of Existing Structure 4 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: bdFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2 Half: existing C> new �. Number of Bedrooms: existing -1 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 35�Gas ❑ Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/coal stove:'-U s QLNo _ Detached garage: ❑ existing ew 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 I Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� Telephone Number Address 90 La- 40, v License C2 2 655C b �� Home Improvement Contractor# Email :1,4&OA k4AJ, I(01ne6!/1/ ek eWorkers Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO.;'*&A Cr 1C� l`t4 SIGNATURE DATE �G �6 FOR OFFICIAL E ONLY =1 USE y . -APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME , INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 DATE.CLOSED OUT ` ASSOCIATION PLAN NO. The Conunonwealth of Massachusetts' Deparbnent of IndiqtialAccidez& Office of Invesfigations 600 Washington Street Boston,MA 02111 www.mass govIi a Workers' Compensation Inset ance Affidavit Builders/Confractors/Electricians/Plmnbers Applicant Information i - f t' Please Print Legibly Name(Business/Organization/tndividnan: K.,e.,n / I f/`/Q I G 4 P.,,ai ` Address: 4V g 1 c City/State/Zip: f'W1_c le Phone do 1-1 24 " oD Are you an employer?.Check the appropriate box: Type of project(required): 1.A-•I am a employer with f 4. 2F+am a general contractor and I 6 New construction employees(fiill and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g. DqDemolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurmce comp.instnsnce required.], 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I L❑Plumbing repass or additions myself-[No workers'comp. right of exemption per MGL 12.❑Roof repairs ;,,s,,,-a„ce required]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 mast also fill out the section below showing theuwo1kcrs,compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mast submit a new affidavit indicating such. tContractors that check this box mast attached an additional sheet showing the name of the sub-contactors and state whether or not those entities have employees. If the sub-contactors have employees,they mast provide their workers'coup..policy mmmbec I am an employer that is pravidnrg workers'compensation insurance for my employees. Below is the policy and job site information_ Instnrmce Company Name: f l Policy#or Self-ins.Lic.# `') y o �rj ��.� '7 s� Expiration Date: 09-/0 6 7 o(`�/ Job Site Address: .2,o'L , -ea yI eft/ �`�� GityistateJmip: o s-r t i te. � I Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to sectae coverage as required under Section 25A ofMGL 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. l do hereby certify under the pains and penalties of perjwy that the information provided above is true and correct Si>?naime: c�w�-1��/rlirG � Date: Phone#:,fa r q N 9 OD Ojju ial use only. Do-not write in this area to be completed by city or town oll7daL Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all.employers to provide workers'compensation for their employees. . Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract 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),addresses)and phone mmiber(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LI.P)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of ins=re 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 obtam 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 m 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 maybe 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 (.e.a dog license or permit to bum 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 Departments address,telephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents OWLc4 of Iaavesbigatious 600 Washiugton Street Boston,MA 42111 Tel.#617-727-4940 eat 406 or 1-877-MA-SSAFE Fax#617-727-7749 Revised 4-24-07 v ma govfdia I • Town of Barnstable Regulatory Services � Richard V.Scali Director. ►�� Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-962-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder I �A `( , as Owner of the subject property hereby authorize VL AJ.1 < -1 C�n Tkf._ to act on my behA c in all matters relative to work authorized by this building permit application for. Zo 2 (Address of Job) **Pool fences and alarm s 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. Ja of bwAer `Signature of Applicant . A-I Pant e EE Print Dame ski iC D e Q:FORMS:OWNERPERMISSIONPOOIS . Town of Barnstable , Regulatory Services dF Richard V.Scali,Director Building Division t 1 Paul Roma,Building Commissioner 039. �� 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: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.1.5) 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fonm\EXPRESS.doe 06/20/16 l The Town of Barnstable do Department of Public Works �Rxsreers 382 Falmouth Road,Hyannis,MA 02601 MASS. �0$ www.town.bamstable.ma.us *�Al . 'D�Fo Mai Daniel-W. Santos,.P.E. Office: 508.790.6400 Director Fax: 508.790.6343 August 22,2017 George&Deborah.Alliegro ,,r P.Q. Box 543 " Qsterville, MA 02655 SUBJECT:Numbering of Buildings Map No. 138 Parcel No. 014 ' ' I Dear Property Owner; Notice is hereby given in accordance with the Code of the Town of Barnstable, Chapter 51,Numbering of Buildings, adopted August 18, 1994. Public convenience and necessity require the assignment of number:193 Mashing_ton.Avenue to the garage on your property located on Sea View Avenue,Osterville. This number should be affixed to your building so that it is visible from the street as outlined in Exhibit "B", Town of Barnstable Rules and Regulations for Numbering of Buildings. COMM Fire Department has agreed with this change of address to comply with the Town of Barnstable Rules and Regulations. The address for the ;main_ house' on this property remains 1202 Sea View Avenue, Qsterville. Sincerely, Paul Graves,P.E. Town Engineer Encl: ® Town of Barnstable Rules and Regulations ❑ Common Address Questions ® Site map ® Assessors Change Form Bowers, Edwin From: Grossman, Michael <mgrossman@commfiredistrict.com> Sent: Friday,August 25, 2017 5:10 PM To: Bowers, Edwin; Lauzon,Jeffrey cc:. Shea, Sally Subject: 202 Seaview Ave Osterville Passed smoke/CO inspection on 8/25/17 Sent from my Wad I 1 TOWN OF BARNSTABLE BUILDING PERiG[IT-.APPLICATION Map 13 b Parcel MA Application'* A.- l r Health Division lJ Date Issued 'Conservation Division �' Application Fee Planning Dept. Permit Fee • Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis / Project Street Address _ 102- S6A Yjavi ha. Village bscc i'V w-f- Owner 640(46-6 ALL166-I C) Address TO, Sox. 6SMeu1L il Telephone 10%q - 7VS Aso a Permit Request - r w S61 . 'W �Qf"Tlr7a - i '1EJ_ot"-- I!M MIA . F WVJ ,_ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed �--Total new Zoning District Flood Plain X Groundwater Overlay z -n C m �- Project Valuation © 00a Construction Type O C" _® Lot Size .2,q 1(P 0 4 l _- � Grandfathered: ❑.Yes �No If yes, attach supporti doc�metion. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) D M Age of Existing Structure N£W Historic House: ❑Yes 'A No On Old King's Highy: ❑Yes No m Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other N �'i Basement Finished Area(sq.ft.) N 4k Basement Unfinished Area (sq.ft) N 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 s he fT A_?%e_� Telephone Number C(18 4163- 929 o Address ► zX 10 5t License# CS - Dy 6 I92 'RokeJeAcA MA Home Improvement Contractor# 1050 p g card Email t Zozp_C04 dyallh t Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO MMil& W+N SIGNATURE DATE 117 i FOR OFFICIAL USE ONLY 4 APPLICATION # F I y DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE f i OWNER " I' • 'Sf DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGEA DATE CLOSED OUT 5 ASSOCIATION PLAN NO. t , } t Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 105084 - Type: Private Corporation Expiration., 7/16/2016 Tr0 2W59 CUSTOM QUALITY POOLS INC. . Robert Bent - 16 WYMAN ROAD — --_-- BILLERICA, MA 01821 Update Address and return card.Mark reason for change. Address (] Renewal (1 Employment Lost Card :�L. Orrice orcoosumer ARairs&Business Regulation j d HOME IMPROVEMENT CONTRACTOR License or registration valid for individal use only Registration: 105084 Type: before the expiration date. if found return to: Expiration: -ti$/2018 Private Corporation ON; d� - Office of Consumer Affairs and Business Regulation - CUSTOM QUALITY POOLS INC:. 10 Parts Plaza-Suite 5170 Boston,MA 02116 Robert Bent 6 INNIS DR. .a. _ � .-.ems-��.�-7 _ '.'---..."� BILLERICA,MA 01821 Undersecretary Not valid without sfgnatare Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-W192 Construction Supervisor ROBERT A BENT PO BOX 1031 BILLERICA MA 01821 i� ,tG � Expiration:. Commissioher 01/10/2019 CUSTO-1 OP ID: AE ACORO' CERTIFICATE OF LIABILITY I�NSURAN�CE [_DATE(MM/DD/YYYY) 01/3112017 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 CONTACT NAME: Eastern States Insurance PHONE 781-642-9000 FAX Agency,Inc. A/C No EM: A/C N.: 781-647-3670 50 Prospect Street E-MAIL Waltham,MA 02453 ADDRESS:certiffcaterequest@esia.com INSURER(S)AFFORDING COVERAGE NAIC p INSURER A:Acadia Insurance Company 31325 INSURED Custom Quality Pools, Inc. INSURERS:Union Insurance Company P.O.Bcx 4,031 INSURER C:Granite State Ins.Co Chartis Billerica,MAA01821 INSURER D: 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. NOrJVITHSTANDIN3 ANY REQUIREMENT, TERM OR CONDITION OS 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 TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDDNYYY) (MMIDOfYYM LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE OCCUR CPA0328206 02/01/2017 02/01/2018 PREMISES(Ea occurrence) $ 500,00 MED EXP(Any one person) S 10,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY a JECT LOC PRODUCTS-COMPlOP AGG $ 2,000,00 OTHER $ AUTOMOBILE LIABILITY Ea accident)SINGLE LIMIT $ 1,000,00 B ANY AUTO MAA 0328208 02/01/2017 02101/2018 BODILY INJURY(Per person) 5 ALL OWNER X (Per accident AUTOS ( )SCHEDULED AUTOS BODILY INJURY P $ NON-OWNED PROPERTY DAMAGE NXPhys HIRED AUTOS AUTOS Peraccident $ Dam Comp/Coll ACV $ Ded:$1,00 X UMBRELLALIAa X JOCCUR EACH OCCURRENCE S 2,000,00 A EXCESS LIAR CLAIMS-MADE CUA 0328210 02/01/2017 02/01/2018 AGGREGATE $ 2,000,00 DED I X I RETENTION 0 $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER C ANFICERI RIETORPEXCLUDF IE ECUTIVE a N/A WC005871898 02/01/2017 02/01/2018 E.L.EACH ACCIDENT $ 500,00 OFR(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached K more space is required) CERTIFICATE HOLDER CANCELLATION EVIDENC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD l The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' I Congress Stree4 Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Custom Quality Pools Address:s Innis Drive City/State/Zip:Billerica,MA 01821 Phone#:978-663-8290 Are you an employer? Cbreck the appropriate box: 'Type of project(required): 1.M 1 am a employer with 20+ 4. ❑ T am a general contractor and T employees(full and/or pant-time). have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' No workers' comp.insurance comp. insurance 9. Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 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' 13.0 Other comp. wsuran a requiried.] '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 whetber or not those entities have employees. If the sub-wntractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Granite State Ins.Co-Chartis Policy#or Self-ins. Lic.#:WC005871898 Expiration Date:02/01/2018 Job Site Address: 202 Sea View Ave City/State/Zip:Barnstable,MA 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 I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Siexiature: Date:2/7/2017 Phone#: 9786638290 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other L6090 Per3oh! Phone#: r Town of Barnstable Regulatory Services S ? ]Uchard V.ScaI4 DUutor MAM Building DivWon 'Tom-perry,Buffding COMMI stoner 200 Mann 8UVA,HYMM14 M',0260' www.townbarnatabi�•"s Fat: 508-790-6230 Office: 508462.4038 Property owner Must complete and sign This Section Tf YJs1„s�A Builder as owner of the subject property bembyamhorim V Robert Bent to act on my beba in an ms relative to work authorized bytbis budding Pemi application for. 202 Sea View Ave, Barnstable, MA (Address of Job "Pool fences and alarms are the respons1ky of the applicant Pools are not to be Med or u&ized before fence is insulted.and all final ' inspections are performed and accepted. Signature of Appkai - AA D Z / Priru 12.o 0- Date ' � Q:Po�s�wx� oors ' i [36—"�a0-- tli b BARNSTABLE LAND COURT REGISTRY Torn of Barnstable ` Zoning Board of Appeals Decision and Notice Special Permit 2016-018—George and Debra AlRegro Seciton 240-91 H(8)—Nonconforming tots-Developed Lot Protection To allow demolition of the existing dwelling and accessory structures and constriction of a new dwelling and accessory structures on a nonconforming lot 1 J Summary: Grarded with Condltlons r 1 Appllc George and Debra Alliegro Property Address: 202 Sea View Avenue,Ostezville,MA 02655 ,1 Assessor's Map/Parcel: 138/01 4 Zoning Residence D-I District,Resource Protectlon Overlay District Bearing Date: May 11,2016 Recording Information: Certificate No.208099 _•':,L`iJ Plan: 15109-C, Lot 0-1 -- Background George and Debra Alliegro are seeking a Special Permit to allow the demolition of the existing dwelling and accessory structures and construction of a new dwelling and accessory smuctures at 202 Sea View Avenue, Osterviile. The subject property is a 24,160 square foot lot on Sea View Avenue in Osterville Village. The site is accessed from both Sea View Avenue and Washington Street and is improved with a single family dwelling, a pool, ands pool house. According to the Assessors records,the existing 2 story dwelling was constructed in 1945 and contains 5 bedrooms. The existing dwelling appears to meet the front and side yard setback requirements of the zoning district. The existing pool house has a front yard setback of 10 feet where 30 feet is required and a side yard setback of 8.9 feet where 15 feet is required. The Applicants are proposing to completely demolish the existing dwelling and construct a new 6,569 square foot five bedroom„two story,single family dwelling. The applicants are also proposing a 670 square foot detached garage with one bedroom,and a pool. The proposed garage will have a front yard setback of 12.5 feet where 30 fleet Is required thereby Improving the encroachment into the required setback. Procedural &Headrig Summary Special Permit Application No. 2016-018 for the demolition and construction of a dwelling on a nonconforming lot, not conforming to current setback requirerr ents, was filed at the Town Cleric's office and office of the Zoning Board of Appeals on April 7, 2016. A public hearing before the Zoning Board of Appeals was duty advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on May 11,2016 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Alex Rodolakis, David A.(Hirsch, Robin Young, Spencer Aaltonen and Jacob Dewey. Attorney Michael Schulz represented the Applicants, George and Debra Alliegro, before the Board Attorney Shultz presented the proposal and stated the Applicants will be improving the encroachment by removing the structure from the side yard and moving it Z5 feet further from Washington Avenue, The Board ChWr requested public comment and no one spoke. r - i Town of Barnstable Zoning Board of Appeals-QecisiOn and Notice Special Permit No.201"18-Alregro Findings of Fact At the hearing on May 11,2016,the Board unanimously made the following findings of fact in. Special Permit Application No. 2016-018, a request to demolish and construct a single-family dwelling: 1. George and Debra AlGegm have applied for a Special Permit pursuant to Section 240-91 H(3) Nonconforming Lots—Developed Lot Protection. The Applicants are.proposing to demorish an existing 5,084 gross square foot dwelling and accessory structures and construct a new 6,560 square foot dwelling and 670 square foot garage and pool at 202 Sea View Avenue,Osterville, MA as shown on Assessors Map 138 as Parcel 014. 2. Section 240-•91(HX3)allows for the complete demolition and rebuilding of a residence on a nonconforming lot by Special Permit where the setback of the proposed dwelling does not conform to current requirements, but where the setbacks are equal or greater than the setback of the existing dwelling. 3. Site Plan Review is not required for single-family residential dwellings. 4. After an evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected 5. The proposed floor-area ratio is 29.91%;the maximum permissible 5AR Is 30%. 6. The proposed lot coverage is 16.2%,the rnaximum permissthle coverage is 20%. .7. The proposed building height is approximately 20 feet 11 irrGhes to the highest plate,and 2% stories; the maximum permissible building height is 30 feet to the highest plate and 2 1/2 stories. 8. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The proposed dwelling will be located no closer to the street than the previous dwelling. The proposed dwelling will be In keeping with the neighborhood and will be an improvement to the property. The vote to accept the findings was: AYE:Alex.Rodolaids,David X Hirsch, Robin Young,Spencer Aaltorren and Jacob Dewey NAY:None Decision 1. Special Pennit No.2016-018 Is granted to George and:Debra Alregro for the demolition of an existing dwelling and construction of a 6,569 square foot dwelling and a 670 square foot detached garage and pool at 202 Sea View Avenue, Osterviille. 2. The site development shall be constructed In substantial conformance with the plan entitled Site Plan Proposed Improvements.at202 Sea View Avenue'dated April 4,2016,drawn and stamped by Sullivan Engineering and Consulting:and the floor plans and elevations dated April 5,2016,drawn by Archi-Tech Associates. 3. The total lot coverage of at!structures on the lot shall not exceed 16.2%and the floor-area ratio shall not exceed 29.9%. 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures Is prohibited without prior approval from the Board. 5. All mechanical equipment associated with the dwelling (air conditioners,electric generators, etc,.)shall be screened from neighboring homes and the public right-of-way. 2 Town of ElOrmtobfe Zoning Board of Appects-Decision and Notice Special Permit No.2016-018-Alliegro 6. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall!be subm Ifted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years,unless extended. The vote was: AYE:Alex Rodolakis, David A. Hirsch,Robin Young,Spencer Aaltonen and Jacob Dewey NAY: None Ordered Special Permit No.20,16-018 to,demolish and construct a dwelling within the required front yard setback, but located no closer to the street than the previoui dwelling has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be In effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any,Shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20)days.after the date I g is of the fli'Ing/ecis.ion, a copy of which must be filed in the office of.the, Bawistable Town Clerk. 517,q1 70(& Alex"Rc dolakis,Acting Chair Date Sigiled 1,Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision,and that no appeal of the decision has been, led in the office of the Town Clerk. Signed and sealed this /'4./_M day of under the pahns and penalties es 00,of. .....III pedury. Ann Quirk,Town Clerk it C4 A% 3 fown of Barnstable(' • � Assessing Division 367 Main Street,Hyannis MA 02601 www.town.barnsta ble.ma.as Ofrft, 5084624022 Jeffery A.Radziak,b'IAA FAX: 509-$624722 Director of Assessing ABUTTERS LIST CERTIFICATPDN February 23, 2016 RE: Adjacent Abutters List For Paroel(s) : 138-014 202 Sea View Ave. Ostefville, MA 02655 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General taws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied.. 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'�:�' .lyx IJrK'Tl� y�L ti � ',�t•iii•":•;�,: ;.i7 i y '''::�.j. £�$'£L J.Zg[ + yf JGrr4t' '/J/i • ,. ,, Ei't1 act Yea � - 'ti'Yi• '� Y o-:•J..:. 0010 Met ?:.'•.'•:: os£L ut a �' atoae:t IDOZ9t Ltl4tS08,Ct o OaCL ooi# e9*,^ ova I 0# ;Zt#, ZQI &98ett $90act 960Z'6G IlAt/ walsAS uolleuuojul 014da.J6000 Glq%SWeS to UMO-L I - i ., LEGAL NOTICE TOWN OFeA>aKsMIX T13WNOF8ARti513IBLE zGIVIG-SOARB OFAPPEus ZOia M BOMOE 1f AP✓PEAIS'.OnMOER WLXHML4GS.fNDERTHE' L.!Ctt OFMUCi1F 110113.7k-i ;ZOLt1N601iOtNANCE•• :r::',:••..ZONINGOWNAM-X- MAY11,I10 lI ,•.;,..�..MAYM2916 To all persons inteiesteE Fn or affected by the I :T014 persons lcitenestad ih crane ky the actiom of fie Zoning Baii7 of ApPseLs.You. ! .actions of tt ed7bning Board of Appria Ynh ere hetWn notified,purstmn{to section 11. •are,hereW m15ed.'pursuant tu.S-Ph" of Chapter 40A of ihe'Ganeral tam of the., •:of Cltapter,40A of the Qerierai Laws of the CommorSierealtli'of b4a3sacl»isets,'and auCotitfnonweeflli Ct 14maehuseits,:—d all , amendmeritstJmrat0.lfSetapiiblfcheedngon =g�n ,g�Do:tfsiapuD�ctzearfngon:i the following appeals will be held on Wednes• tt�fioudrMnB.;,P".wS1{pe hold on WBdnes,i .day,lft v.2018 atthoe firne Indicated: .: ::day',�11.20tfi btttle'time ludic eel .. ,'I 7�BP5tAppeatNa2tllli OtHJltliegro —Y:oaP A;l ealjib.zMG-t11 Megro..:'. I Lieoige,and Debra.Atllegro have applied Igi. George$rid psb�M .ro have appTi lor0 a Special Permit pursuant to Section 24a pptrarrttDSaciion24t}91}f(3) 91H(3)Nonoasfo+mbffiS ots—tlavetnped Lot ;.Nonoorrfunn0%1 lAts_•Devsloped Lot Fad_.. Pralectlon:The appfScarrta ate Pico !b. bofk ha vw!mrrt are prop-m to devno�sh demolish an e5dsting 5,484 gross+xprara' m ew5atirrg 5.084 grass y*-1D7fo61,dw&IUng foot dwelltti®'andaccessorysWctures ands rystnrptoresanaretiuudaL . and rebaild a new 7,235 gross sgL)are foot ,:'}oRss tqugm f6otdwe&4 and sates-' 4'SMeiliing srid accessory ptrucb&es on a non, !`` tops wt a rwndbn!or�m bL The tDtdomitngltatte now defariledaaessorY i atachedmoassrxv •"^Sr �i , {F r4 svucture'wilt rrotoonfom to,cruaw'selback mes {pytt,y2gnreiuselb�dctegirtreils regidrerrmrtts.w tt tiWi di0 more canfosiir- 6e om oonfoiming 9sanwtmf curcenoy Gi in9 than What cuiiently exists.Ail exdsting ',.An'eorlating defected aocaswry atr}xs?re is defadted soryetrtscluraIgsettacit1I) apt.baiJtt0(eetiranWasidngum street it's ; from Wesfdngton,Street;the propose¢ tnFr 6pp.so d detected ysDlrthYei+l�txe; de�cheE.ae sDvcture wpl be set setba* Sfee1-fi0mV4fastAnBlnn ?i . hack 12Sfeethofn111'ashlrs9td+lb`traet Th8 property: s3202 Sea View Avenue Zpropertyfs• ted•8t242 Sea VisviAves , i o�steryNey MAas shown cOAs> sMap_ Ostervtlle,MAss Shaun otr Assesso>Map 138 as 0arcel-013:kis IocaWd In The Rest-.. 198 as Parcel•014:it is Located In the Real-•! deice 15-1 Zoidrig•Distict denw 1~S Zoning D'rstriLt :''' .. these buhfiF l�artngs wlli tie held a the l These putgo hearings v&-be held at 916 9attlstableTovrn hall,387 btaifr.Steet ! .` Barrsiable'Ibwn Ftall.367.Main Street, to MA Hearing Ronm.locatad'orl tbi2rd ,Hyanrds,MA:Nearing'12obm located on Floor we&tes¢ay.M_W01,2¢18.Plart9end tie 2nd Floor,Wednesdax'May 11;2018. 9ppGcadons inay De'revievaed malne 2adng Plans and appkattoris raay be reviewed at =13oardafAppealsOffo9.Gravltr rr>enC the Zonlnd Board of Appeals Offirim;Zrowth DeparUrferdToivn officea.,zilo w aln Suve,L Ma nag arnerit 04p5rVmirt,TownOWoes.7b0 I F};yann� Main StraeL Mre�,Mk"-' : II Brlan.Rorence I •• _ Man Florence: �Z hing t ;i4pesis Zoning Board of Appeals The BamsfalPebiot'.'' The BarrxstabLe_PatrSot APRIL 22 AND'APRIL-213.-201BLEGAL, Apr9 22 and ApnT 2g;2018 t f BARNSTARIE REGISTRY OF DEEDS John F. Meade, Register A - Q Air Leakage Property Organization HERS Kendall Welch Home Energy Raters LLC. Confirmed 202 Sea View Ave. 888-503-2233 08/29/2017 Osterville,MA 02655 Andrew Popielarski Rating No:28770 RaterID:5363711 Weather:Barnstable AP,MA Builder Sea View Ave 202 Kendall Welch BUILDING OEPT Sea View Ave 202 C 15.3.blg AUG 312017 Whole House Infiltration Blower Door Test Heating Cooling TOWN OF H' '�,ST`ALE Natural ACH 0.11 0.09 ACH @ 50 Pascals 1.46 1.46 CFM @ 25 Pascals 945 945 CFM @ 50 Pascals 1483 1483 Eff. Leakage Area (sq.in) 81.4 81.4 Specific Leakage Area 0.00010 0.00010 ELA/100 sf shell (sq.in) 0.58 0.58 Duct Leakage Leakage to Outside Units 1st floor main 2ndtt3rd main above garage hous house CFM @ 25 Pascals 72 10 10 CFM25 / CFMfan 0.0299 0.0042 0.0167 CFM25 / CFA 0.0289 0.0042 0.0164 CFM per Std 152 N/A N/A N/A CFM per Std 152 / CFA N/A N/A N/A CFM @ 50 Pascals 113 16 16 Eff. Leakage Area (sq.in) 6.20 0.86 0.86 Thermal Efficiency N/A N/A N/A Total Duct Leakage Units CFM25/CFA CFM25/CFA CFM25/CFA Total Duct Leakage 0.0289 0.0361 0.0393 Ventilation Mechanical Exhaust Only ASHRAE ASHRAE Sensible Recovery Eff. (%) 0.0 62.2-2010 62.2-2013 Total Recovery Eff. (%) 0.0 Rate(cfm) 153 115 152 Hours/Day 18.0 24.0 24.0 Fan Watts 53.0 ASHRAE 62.2 - Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building requirement under that version of the standard. Both values incorporate any appropriate'infiltration credit'. Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to the appropriate standard. REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Air Leakage Property Organization HERS Kendall Welch Home Energy Raters LLC. Confirmed 202 Sea View Ave. 888-503-2233 08/29/2017 Osterville,MA 02655 Andrew Popielarski Rating No:28770 RaterID:5363711 Weather:Barnstable AP,MA Builder Sea View Ave 202 Kendall Welch Sea View Ave 202 C 15.3.big Whole House Infiftla afVptilation I Natural Ventilation Duct Leakage Ventilation ASHRAE 62.2 - Ventilation Requirements The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the'whole-building requirement under that version of the standard. Both values incorporate any appropriate'infiltration credit'. Intermittent mechanical ventilation may be used if the flow rate is adjusted accordingly. For example, the runtime can be reduced to 12 hours per day using a doubled flow rate, as long as the system provides ventilation at least once every 3 hours. For more detail, refer to the appropriate standard. REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. Page 2 of 2 2012 IECC Certificate 202 Sea View Ave. , Osterville,MA 02655 Building Envelope Insulation Ceiling R-43.2 Above Grade Walls R-20.1 Foundation Walls R-0.0 Exposed Floor R-30.0 Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1483 Clg: 1483 CFM50 Duct R-6.0 Total Duct Leakage 72.00 CFM @ 25 Pascals Window Data U-Factor SHGC Window 0.300 0.260 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. ASHP: Electric, Htg: 11.3 HSPF. Clg: 19.7 SEER. DHW: Integrated, Natural gas, 0.87 EF, 80.0 Gal. Builder or Design_Professional Signature Rrec� Poi%e%<rs�% REM/Rate-Residential Energy Analysis and Rating Software v15.3 Home Energy Rating Certificate Property HERS Kendall Welch Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 202 Sea View Ave. Rating Date: 08/29/2017 Rating Number: 28770 Osterville, MA 02655 Registry ID: 163548677 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 552 Heating 88.8 $1649 43% General Information Cooling 2.3 $122 3% Conditioned Area 5457 sq. ft. House Type Single-family detached Hot Water 14.2 $268 7% Conditioned Volume 60820 cubic ft. Foundation More than one type Lights/Appliances 37.8 $1779 47% Bedrooms 7 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 143.1 $3818 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Integrated, Natural gas, 0.87 EF, 80.0 Gal. Criteria Air-source heat pump: Electric, Htg: 11.3 HSPF. Clg: 19.7 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 92.00 CFM25. 2012 International Energy Conservation Code Ventilation System Exhaust Only: 153 cfm, 53.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-43.2 Exposed Floor R-30.0 Vaulted Ceiling R-37.5 Window Type U-Value: 0.300, SHGC: 0.260 Above Grade Walls R-20.1 Infiltration Rate Htg: 1483 Clg: 1483 CFM50 Foundation Walls R-0.0 Method Blower door test Certitied HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 Upper Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Sagamore Beach,Ma 02562 Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas 508-833-3100 Refrigerator(kWh/yr) 370 Clothes Dryer EF 2.67 Info@energycodehelp.com Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 60 DIRECTIONS: FLOOD ZONE: ZONE: RF—1 From Hyannis take Route 28 toward Osterville. Take Zone X (Minimal Flood Hazard) Area 87,120 sf Min. a left onto Osterville West Barnstable Rood and Community Panel No. Frontage (min) 20' follow to the end. Take a left onto Main Street. #250001 0776 J Bear right in village onto Wianno Avenue, and at Width (m in). 125' July 16, 2014 Q. the end follow to the right onto Sea View. Site is Setbacks: on the right, #202. Fron t 30' Side 15' Rear 15' fz ob. t Washington Street LOCATION MAP: 80* cbldsk (40' Wide Public Rood) I"=2,000±' J8' 3 ,E N75' 05' 20"E cbldh ASSESSORS REF: - 13-48 101..9g cb1d,k fn d Mop 138, Parcel 014 Fn c 16.5 16.5 Existing Garage OVERLAY DISTRICT. Concrete AP Aquifer Protection District Foundation 78.5 TCF 23.0' 15.4 Jy o LU C) n TCF 23.8' 19.5 20.0 Existing Concrete 0 --a— 19.5 6 4 foundation LO is N . I certify that the structures shown V) hereon conform to provisions of the special permit issued by the Town of Barnstable Zoning Board of Appeals registered as Document No. 1,297,093. % Lot B1 Area 24,160± SF 87.5 of hl,, 4 BUILDINQ DEPT HAR D LO NOV 16 2016 C L 6 OWN OF BARNSTABLE q, N75-05' 20"k qq 263.42 Sea View Avenue 77XE. Site Plan PREPARED BY., PREPARED FOR. NOTS.' 1.) The property line information shown was New Concrete Foundation n Engineering Alliegro compiled from available record information 2.) Structures were located using As Built At Suffiva consulung'Ine conventional survey methods. 202 Sea View Avenue (50%4M-%"-PABcx659-7P4dmftnd,0dwvMkMA026U 3) Datum used is NAVD '88. -d0RffiK--4k— W--d0W-n0— Bamstable (osterole) Mass. r-,;;, c 0 20 40 DAZE SCALE: ill = 01 e"-aw. Cm October 17, 2016 2 i —Projec t* 7008009 STROOTLRRAL FOWCAT10N g d vi • LN NA COIIG` l NO' ID4 -GOMCZTGItl OF Rl1 M?FO/DATKN N .T. 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BEDRM. 8 KITCHEN WINDOW O TYPICAL FLARED RAKE 8 EAVE RETURN DETAIL O Sf.A•L2,I V3'.I'-0' A-9 c xru.E•11n•.F-o• SL+YE,1 In•.r-0• c ISSUED FOR PERMnNG Bbt 4 Of Ib GENERAL 3.WALL5 ACTING AS RETAINING WALLS 5.CONCRETE BRICK SHALL CONFORM IO.ALL PLYWOOD SHALL BE APA 5HEARWALL HOLDDOWN SCHEDULE $ SHALL NOT BE BACKFILLED WITHOUT TO A5TM G55. PERFORMANCE RATED PANELS CONFORMING e E I.STRUCTURAL DRAWING5 ARE BRACING UNTIL ALL SUPPORTING SOIL TO THE FOLLOWING MINUMUM REQUIREMENTS: e g TO BE USED WITH THE ENTIRE 8 SLABS ARE IN PLACE d AT 6.GROUT SHALL CONFORM TO THE SET OF DRAWINGS. ADEQUATE STRENGTH. REQUIREMENTS OF ASTM G 146 d A.FLOOR-5TURD-I-FLOOR TBG,EXPOSURE 1, CA5T-IN-OPTION P05T-IN5TALLED OPTION o o b SHALL HAVE A COMPRESSIVE 5/4",SPAN RATING lb... a STRENGTH OF 3000 P5I. �+ 4.COMPACT ALL FILL UNDER FOOTIN0 GS B.WALL SHEATHING-EXPOSURE I,I/2", HDI HDU14-5D525 (2)-HDU8-5D52S W/(2)-1/8"DIA.FI554 A 2.ALL SAFETY REGULATIONS d SLABS TO THE SPECIFIED DENSITY 1.VERTICAL d BOND BEAM SPAN RATING I6". W/55IX50 GR.36(I4"EMBEDMENT)PROVIDE(4)- o e ar ARE O BE STRICTLY FOLLOWED. d VERIFY. REINFORCEMENT SHALL CONFORM �4X5'-O"LONG VERT.HOOKED BREAK- METHODS OF CONSTRUCTION 8 TO THE REQUIREMENTS OF A5TM Abl5. G.ROOF SHEATHING-EXPOSURE I,5/8", OUT REBARS PER DETAIL ERECTION OF STRUCTURAL MATERIALS 15 THE CONTRACTOR'S RESPONSIBILITY. STRUCTURAL STEEL 8.MORTAR SHALL CONFORM TO THE `SPAN RATING 16". HD2 CM5TCI6 WA REQUIREMENTS OF A5TM G 210 HD3 HDU5-SD525 HDUS-SD52.5(14-SDS I/4"X2 I/2" d 3.THE CONTRACTOR I5 RESPONSIBLE I.DESIGN,FABRICATION d ERECTION AND SHALL BE TYPE M OR S. DESIGN CRITERIA (I4 SD5 I/4"X2 1/2" FASTENERS)W/(I)-5/8"DIA.FI554 y FOR DISSEMINATION OF ALL SHALL BE IN ACCORDANCE WITH FA5TENER5)W/ GR.36(b"EMBEDMENT)NO BREAKOUT Ea REVISIONS d REQUIREMENTS TO THE A15C SPECIFICATION FOR q.QUALITY ASSURANCE TESTING d I.APPLICABLE BUILDING CODE 55T524 REBAR REQUIRED o THE SUBCONTRACTORS. STRUCTURAL STEEL FOR BUILDINGS, INSPECTION SHALL BE PERFORMED MA55ACHUSETTS 8TH EDITION LATEST EDITION. IN ACCORDANCE WITH THE HD4 MSTG48B3 WA 4.REASONABLE CARE HAS BEEN REQUIREMENTS OF AGI 530.I/A50E 6/88. 2.DESIGN WIND SPEED: 115 MPH TAKEN IN THE PREPARATION OF 2.STRUCTURAL SHAPES SHALL CONFORM EXPOSURE C, I=I.O,G= +/-O.IB HD4 GM522 N/A ALL DRAWINGS AND SPECIFICATIONS. TO THE FOLLOWING: FRAMING LUMBER d CONNECTORS HD& HOLDDOWN ANGH- WA �H HOWEVER THE ENGINEER DOES NOT GUARANTEE AGAINST HUMAN ERROR A.WIDE FLANGE MEMBERS A5TM OR5 PROVIDED oT I.ALL FRAMING LUMBER SHALL BE STRUCTURAL DESIGN CRITERIA 51MP50N STRONG d FOR THAT REASON IT 15 IMPERATIVE Agg2 GRADE 50. KILN DRIED 1955 MAXIMUM MOISTURE WALL((WSJ THAT THE CONTRACTOR SHALL CHECK CONTENT. LUMBER SHALL MEET HDl 5THD14RJ C� v ALL DIMENSIONS d DETAILS d MUST B.CHANNELS d ANGLES A5TM A36. AS A MINIMUM THE FOLLOWING -FIRST FLOOR 40 P5F LL MUST BE SET IN CONCRETE FORMS PRIOR TO POUR VERIFY ALL CONDITIONS, E.ALLDIMENSIONS, DESIGN VALUES FOR SPRUCE-PINE-FIR: 10 PSF DL d ELEVATIONS AT THE SITE.ALL G.H55 ROUND d RECTANGULAR TUBES DISCREPANCIES SHALL BE BROUGHT TO A5TM A 500,GRADE B FY=46 NOTES:K5I. -SECOND FLOOR 40 P5F LL D r=t A.2X STUDS CONSTRUCTION GRADE 10 P5F DL IJ P05T-IN5TALLED ANCHORS SHALL UTILIZE 5IMP50N 5ET-XP OR C� TO THE ATTENTION OF THE ENGINEER FB=800,FV=b5,FG=150 AT-XP EPDXY. •- 3.ALL GALVANIZING SHALL CONFORM -ATTIC/5TO. 20 P5F LL 2)ALL P05T-IN5TALLED ANCHORS SHALL STRICTLY FOLLOW THE 5.THE CONTRACTOR SHALL SUBMIT TO A5TM A 123. B.2X JOISTS/RAFTERS NO. I GRADE IO P5F DL MANUFACTURERS GUIDELINES.HOLE DRILLING,GLEANING AND PREP. COMPLETE SHOP DRAWINGS FOR F13=I150,FV=lO -ROOF GSL 30 P5F SL SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS. ALL CONCRETE REINFORCING,ALL 4.BOLTED CONNECTIONS SHALL BE WITH 10 P5F DL 3.)ALL POST-INSTALLED OPTIONS THAT REQUIRE(2)HOLD DOWNS a STRUCTURAL STEEL, d BOTH HIGH STRENGTH BOLTS IN ACCORDANCE C.P05T NO. I GRADE FB=800, THE HOLD DOWN5 SHOULD BE ATTACHED TO EITHER THE ADJA6ENT CALCULATIONS d SHOP DRAWINGS WITH THE SPECIFICATION FOR FV=65,FC=615 -EXT.WALL5/5TOR. I00 PLF DL FACE(AT CORNER LOCATIONS)OR THE OFF051TE FACE(AT INT. ac re FOR ALL MANUFACTURERED LUMBER STRUCTURAL JOINTS USING A5TM A 325 LOCATIONS)OF THE POST. PRODUCTS d THEIR CONNECTORS OR A 4q0 BOLTS. - INT.WALLS/5TOR. 80 PLF DL 4.)AS NOTED IN THE TABLE ABOVE ADDITIONAL BREAKOUT FOR REVIEW PRIOR TO FABRICATION. 2.ALL FASTENING OF FRAMING, REINFORCING MUST BE INSTALLED WITH THE FOUNDATION WALL AT PLATES,SILLS,SHEATHING d -DECK5/PORCHE5 40 P5F CERTAIN P05T-IN5TALLED ANCHORS.SEE DTL.FOR ADD'L INFO. Vzoj::] 5.ANCHOR BOLTS SHALL BE A5TM A 301. OTHER WOOD MEMBERS SHALL 10 P5F DU BE IN ACCORDANCE WITH THE CONCRETE b.WELD5 SHALL BE MADE BY OPERATORS DETAILS SHOWN d MINIMUM CONNECTION TO CONCRETE FOUNDATION REQUIREMENTS OF THE I.ALL CONCRETE W 5HEARWALL SCHEDULE WORK AND MATERIALS CERTIFIED BY THE STANDARD MA55AGHUSETTS STATE BUILDING 5/8"DIAMETER ANCHOR BOLTS® 32"O.G. SHALL COMPLY WITH THE SPECIFICATIONS QUALIFICATION PROCEDURE OF THE CODE 8TH EDITION. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8"DIA. FOR STRUCTURAL CONCRETE FOR BUILDINGS AMERICAN WELDING SOCIETY. WALL TYPE SCHEDULE: A301 STEEL ANCHOR BOLTS W/3"X 3"X I/4"PLATE WASHERS V ' (AGI 301-Sq). 3.CONNECTORS SHOWN ARE AS W/l"MINIMUM EMBEDMENT INTO CONCRETE. J U W_ 1.WELDING SHALL BE IN ACCORDANCE MANUFACTURED BY 51MP50N I5/32"PLYWOOD -(EDGES BLOCKED) J "oo WITH THE AWS DI.I CODE FOR WELDING W _P2o6 2.ALL CONCRETE SHALL HAVE A 28-DAY STRONG-TIE CO.GO INC.SUBSTITUTIONS SWI 8D COMMON OR GALVANIZED BOX NAILS W ,,,-0u COMPRESSIVE STRENGTH OF 3000 P51, IN BUILDING CONSTRUCTION. MUST BE APPROVED IN WRITING @ 6"O.G.EDGES d 12"O.G. FIELD. GENERAL WILING W 1 -o JJ WITH MAXIMUM I INCH AGGREGATE d BY THE ENGINEER. INSTALLATION .1DI-DESCRIPTION NUF@EROF w.mEaoF Z 5< MAXIMUM 6%AIR ENTRAINMENT FOR 8.GONNEGTIONS NOT DETAILED SHALL OF ALL CONNECTORS SHALL BE cDR MON NaLs Box wa1Ls NAIL SPACING Z W a�i R EXTERIOR CONCRETE EXPOSED TO IN STRICT ACCORDANCE WITH THE 15/32°PLYWOOD -(EDGES BLOCKED) ROOF BE DESIGNED FOR THE LOADS SHOWN SW2 8D COMMON OR GALVANIZED BOX NAILS BLO°N�TORAFTER(TOE-NAILED) 4 WIDOW MOISTURE. ON THE DRAWING5 OR FOR LOADS THE MANUFACTURERS INSTRUCTIONS z eD z-Iov eACNem d MUST EMPLOY ALL REQUIRED 3"O.G.EDGES d 12"O.G. FIELD. RIM GIVEN IN THE STANDARD LOAD =-16D BIeD EACM END en Uw�"oz 3.ALL REINFORCING STEEL SHALL BE TABLES OF A156 FOR THE SPAN, FASTENERS. �FRAMNG DEFORMED BARS OF NEW BILLET STEEL 15/52' PLYWOOD-(EDGES BLOCKED) SECTION d STRENGTH SPECIFIED. } Ave 8D COMMON OR GALVANIZED BOX NAILS TOP PLATES AT INTERSECTIONSmnce-wa�.eD) 41ev slev �r.lolNro = i CONFORMING TO A5TM A 6I5 GRADE 60. 4.ALL CONNECTORS SHALL BE p 2"O.G.EDGES d 12"O.G.FIELD. STOrDST=(FACE-NAILED) 2-I.11 2-1.0 2+•0.C. q.ELEVATIONS NOTED AS "TOP OF STEEL" HOT DIP GALVANIZED. FRAMING AT ADJOINING PANEL EDGES 'FADER TO HEADER MACE-NAILW) eD bD e•0',ALDNG EDGES 4.CONCRETE COVER OF REINFORCING BARS REFER TO THE TOP FLANGE OF ROLLED SHALL BE 3"NOMINAL OR WIDER d SHALL BE AS FOLLOWS: SECTIONS. 5. INSTALL ALL CONNECTOR FASTENERS NAILS SHALL BE STAGGERED. FLOOR FRAMING BEFORE LOADING THE JOINT. JOIST TO SILL,TOP Pure OR GIRDER rr°e-NAILED) 4W 4-IOD PER JOIST A.3"AT CONCRETE PLACED DIRECTLY NOTE: FOR PLYWOOD 5HEARWALL TYPES 1,2, d 3 BLO "ro JOIST(TOE•NALW) a-ov =-102 EAC DO y (A L15TED ABOVE,8D COMMON OR GALVANIZED BLx uNG To SILL OR TOP Pure rroe NAILED) slea 41ev eAu BLocK V N AGAINST EARTH. MASONRY } b. SPLIT WOOD IS NOT ACCEPTABLE NAILS-(0.131 X 2 I/2")GUN NAILS MATCHING THE � c � o FOR ANY CONNECTION. NAIL DIAMETER d LENGTH MAY BE USED AS A LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 9 IGD 41eD EACH Jolsr N 7 Z B.2" AT ALL OTHER LOCATIONS. I.MASONRY CONSTRUCTION SHALL SUBSTITUTE. JOIST aN LEP&M To BEAM rrOE�ILED) S op S-lov RIER JOIST -p Q v CONFORM TO THE REQUIREMENTS 1.ALL EXP05ED FRAMING MEMBERS 5HEARWALL CONSTRUCTION: BA` JOIST TO a IeD 41eD PER N 3 u � 5.NO HORIZONTAL CONSTRUCTION JOINTS OF SPECIFICATIONS FOR MASONRY SHALL BE TREATED PER AWPA BAND Jvlsr ro wu OR TOP Fore rtve-ralLev) -IeD S lev PER Foor tli ARE ALLOWED,UNLESS SPECIFICALLY STRUCTURES(AGI 530.1/ASCE b-86). G2/Cq GGA 0.25 d MEMBERS IN I.ALL EXTERIOR WALLS TO BE SHEATHED AND FASTENED POOP SNEATMNG SHOWN ON THE DRAWINC75 OR ALLOWED STRENGTH OF MASONRY F'M=I500 P51. L IN WRITING BY THE ENGINEER. CONTACT WITH SOIL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE IN PLAN: �-' TREATED PER AWPA G23/024 LEVEL 142 = 5W2/LEVEL 2 d ROOF = 5W1 "OOD9TR°GTORa Pam" L_ N Kit 2.VERTICAL REINFORCING OF MASONRY GGA 0.60. JOB SITE FABRICATIONS -RAFTERS OR Tfar-SE5 SPACED w TO le•O.C. ' BD 100 a EDGE/e FIELD C7(n. 6. REIWOP ING EFVAR � NT Bra WALLS SHALL BE AS INDICATED ON CUTS d BORES SHALL BE TREATED IN I.ALL 5HEARWALLS TO HAVE DOUBLE TOP PLATES RAFTERS OR TFUSSES SPACED OVER 18'D.C. av Ov EDGE/4'FI _ TH THE DRAWINGS. ALL CORES OF ACCORDANCE WITH AWPA STD.M4. d DOUBLE 2X STUDS AT EACH END OF THE WALL. &AAB e�RA KC OR RAKE TRUSS wo oD Ov /a 'Im Q O O " 'r MA50NRY UNITS SHALL BE FILLED .S le' 12• WITH GROUT. REINFORCING BAR 8.ALL MANUFACTURED PSL WOOD FRAMING 2•FACE NAIL DOUBLE TOP PLATES W/I6D NAILS @ 16"O.G. -GABLE ETKaraLL RAID oR PA,ce Tw/Ss w ev .e Oo• It, LAPS SHALL BE 2'-6"MIN. MEMBERS SHALL HAVE THE FOLLOWING USE(12)- I6D NAILS AT EACH SIDE OF LAP SPLICES IN TOP STRucTVRAL ovr,aolcEas D0 .T ]n• 18• PHYSICAL PROPERTIES AS A MINIMUM: PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0"LONG. 'G� r 0m'R"L`.oCKSRA,�OR RANK Trwss w P 3.HORIZONTAL JOINT REINFORCING 3.NAILING FOR PERFORATED 5HEARWALL5 TO BE CONTINUED R S FOR MASONRY SHALL BE EQUAL LVL: E=2.OXIO P5I.,FB=2600,FV=285 PSI G&rPa AALL ING job no.: Icon FOUNDATIONS TO DUR-O-WALL TRU55 MANUFAGTERED PSL: E=I.SXIO P5I.,FB=2400,FV=IqO PSI p��AND BELOW ALL OPENINGS IN SHEARWALL. GrP +�ALLaoARv date olssr�ola WITH WIRE CONFORMING TO A5TM A 82 4.ATTACH DOUBLE 2X STUDS d BUILT-UP CORNER STUD5 AT PKAL S�/TMINe scale : AS NoTED d COATED FOR CORROSION PROTECTION g.ALL FLOOR JOISTS SHALL BE AS WDOD STRLILMtAL PANELS I.THE ALLOWABLE PRESUMED SOIL IN AGGORDANGE WITH A5TM A I55, MANUFACTURERED BY 6015E CASCADE SECOND LL ENDS E (2) I6D NAILS p b"O.G.FOR ATTIC/ drawn: 1OeT BEARING CAPACITY IS 2000 PSF, GLASS B-2. ALL WIRE SHALL BE d AS SIZED ON THE DRAWINGS. ALL SECOND FLOOR SHEARWALLS AND(2) IbD NAILS 4"O.G. 91DSSPACEVLVT°'°'°c. e• Lo WHICH IS TO BE VERIFIED IN THE FIELD q GAGE MINIMUM. PROVIDE MINIMUM FASTENING,BEARING,BRACING d STAGGERED FOR FIRST FLOOR SHEARWALLS. n ANvass FIBERBOARD PANELS rev. BEFORE CONSTRUCTION. LAP OF b" d USE PREFABRIATED T'S STIFFENING SHALL BE IN STRICT n GTPsnnw4LLWAW 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWN5 AT - Pim rev. OR CORNER SECTIONS AT ALL ACCORDANCE WITH THE MANUFACTURER'S 5HEARWALL ENDS. F'LOORS+FaTR1NG NAL i WALL INTERSECTIONS. REQUIREMENTS. S- 1 2. FOOTINGS SHALL BE CARRIED aOv sTwOTLRAL TO LOWER ELEVATION THAN SHOWN b.NAILING TO 50LE PLATE TO J015T OR BLOCKING SHALL BE a+L� av OD e'EDGE/I2•PIeLD ON THE DRAWINGS IF REQUIRED TO 4.CONCRETE MASONRY UNITS SHALL (3) 16D® 16"O.G.AT SHEAR WALLS(FACE NAILED) GREATERTNAN,• DD EDGE/ FIELDFI e REACH PROPER BEARING GAPCITY. 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I 16'0L 201:PAMM 16 OL. 16'OL. ----- ---- ---------- RAITM WTIM __ ___H �_ o • 16'Of- 240 RAMM 2M RAMM 240 RAMM __00, A X-6 M41 7— uww (u =3 1 3 M (Lis m_L24 hc TRK i�J 1 Y4•.'14• L M!�td MJ 0 2.2•W& L Nx 5TRk T) r CL) r r -------- --- n MTM WMA111WED Msi RAPTOrl 0"TO a t ;D a;, _1 ML%a rnsT5 AT DONS ----- ------- r -- re T 7* .6 cw pe 7 T _­ -477 --AT E T it x •W OL.Lb,0 Al ME- 2AO =0� Iwrerrs WSW -J�w ..bl OL. • OL. =J uz CM ui WO RAFTM O Mtll�T KKM YYALL MR 41! 0J z WE Pu wri CL L. S-1 ZD(6 WT Do- oz. ;MV Ln Lu wz bK In aD O ROOF FRAM NO PLAN SCALE, 1/4' 1­0' L) 12� a) = > < V) V) m E cc 52: (Z 0 111000 P05T UP AND DONN 0 cr V) 0 0 T Tl - BEARING WALL BELOW 0 /< 0 -ALL POSTS @ ENDS OF BEAMS TO BE jN OF (3)2X4'5 OR(3)2X6'5 UNLE55 NOTED ((3) 2X65 AT ALL EXTERIOR NALI-5) job no, w5 S F. date a JA_Y 2016 WA ALL WINDOW HEADERS TO BE(5)2X65 SQ�18 AS NOTED VV 1/2"PLYWOOD UNLESS NOTED o. 51 --drawn: c. rev. 5EE STRUCTURAL GENERAL NOTES rev. AND TYPICAL DETAILS FOR OTHER REWIREMENT5. L EN ROOF PLAN - 5 50ALE, I,&- S ISSUED FOR PamrmllGrsnl i4 of TRIMMER STUDS KING STUDS POST-INSTALLED ANCHOR DIA. MIN.REBAR LENGTH � o c (PER PLAN) (NAIL PER e BUILT-UP CORNER STUDS u� ) II II 5/8" 66" (PER DETAIL. l ) POST-INSTALLED ANCHOR DIA. MIN.REBAR LENGTH o u J�J a6 wl 5/8" 66„ o OPENING 7/g„ 82,E o - •u CS 16 STRAP 1, 96" 7/8" 82" a �� (PER GSN) *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN 1 96 L LY AND LOCATED 3"DOWN FROM TOP OF FOUNDATION 'NOTE:#4 REBAR TOED 3 BE CENTERED ON HOLDOWN DRILL ° HDU HOEDOWN WALL AND LOCATED DOWN FROM TOP OF FOUNDATION ANCHOR.SEE SCHE4D. r ANCHOR.SEE SCHED. HDU HOEDOWN WALL 2 FOR DIA.AND DRILL AND EPDXY ANCHO CS16 STRAP ° c EMBEDMENT THREADED ROD DASHED ANCHORS (PER GSN) I I DRILL AND EPDXY ANCHOR. REPRESENT DOUBLE HOLD THREADED ROD SEE SCHED.FOR DIA.AND DOWN CONDITION EMBEDMENT LTPS PDXY n , AT TALL D EHOLD " (PER GSN) o < LTPS DOWN LOCATIONS, $ •� (PER GSN) 2 ANCHORS ARE o \ #4 REBAR* REOUIRED REFER n ° �., a (See table above) TO CHEDt1LE #4 REBAR- v DSP(PER GSN) ° EDGE DISTANCE EDGE DISTANCE a c n 6"AT SINGLE HOL� a F 2.75"FOR 2X6 WALL �H 3 a (s REBYe a v d 2.75"FOR 2X6 WALL 40 U rn DOWN,10"AT DOUBLE # REBAR .6— REFER SILL PLATE (see table above) ° HOLD DOWN(CENTER REFER TO HOLD 3J 4 4 A 4 0° DOFWN TO HOLD DFOR aJ ON ANCHORS DOWN SCHEDULE 8 ANCHOR BOLT ASP(PER GSN) v ) FOR BREAKOUT REFER TCFHOLD DOWN v(PER t3SN) d REFER TO HOLD DOWN BAR SIZE AND LENG SCHED.FOR BREAKOUT ° d v BREAKOUT BAR a v SIZE AND LENGTH a SCHED.60R BREAK- _ OUT BAR SIZE AND LENGTH MIN.REBAR LENGTH BAR SIZE AND LENGTH MIN.REBAR 5"MIN. D `d P05T—INTALLED HOLD DOWN AT WINDOW OR DOOR OPENING b ZALe O POO eC INSTALLED HOLDDOWN AT WINDOW OR DOOR OPENING a O Nor TO Y NOT TO ALE ROOF SHEATHING EDGE NAILING ROOF SHEATHING 2x4 WALL 2x6 WALL co ROOF 6"O.C. 4"O.C. 6x6 DOUG FIR POST 6"O.C. 4"O.C. � ro 2X BLOCKING BETWEEN RAFTER RAFTERS(NOTCH FOR PER PLAN VENTILATION IF REQUIRED. REFER TO ARCHITECTURAL EDGE NAILING t+ ++ + + + PLANS FOR MORE INFO.) D ++ ++ + + + EA bEid �� HOLD DOWN HOLD DOWN r �r DOUBLE 2X TOP PLATE IE (PER PLAN) ++ ++ (PER PLAN) + + + + n v J N � m PLAN VIEW ELEVATION VIEW ROOF RAFTER PER PLAN. PLAN VIEW ELEVATION VIEW w �000 (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR PLANS FOR TO BLOCKING AND 2X STUD NOTES- NOTES: W u =off J RAFTER DIMENSIONS AND PLYWOOD 1.ATTACH STUDS.Al BUILT-UP CORNER TOGETHER WITH I.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH - Z a I EAVE SHEATHING) RBC(INSTALL PRIOR TSP(INSTALL PRIOR - DETAILING) ALTERNATE: TO WALL SHEATHING TO PLYWOOD (2)ROWS OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND (2)ROWS OF l6d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND 0 a won H2A OR ON SHEATHING) STORY SHEARWALLS. STORY SHEARWALLS. �? �Q� TOP OF DOUBLE 2X DOUBLE 2X TOP PLATE NOTE:NOT REQUIRED BEAM TOP PLATES,PROVIDE IF H2A IS USED AT 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH LLJ �~b� (IF SHOWN ON PLAN) 90%%D BEND TO EVERY RAFTER. (2)ROWS OF 16d(0.162"x 3.5")NAILS AT 4"O.C. (2)ROWS OF 16d(0.162"x 3.5")NAILS AT 4"O.C. Q N ro STAGGERED FOR IST STORY SHEARWALLS. _ - BLOCKING STAGGERED FOR IST STORY SHEARWALLS. 0 3 RAFTER TO TOP PLATE 4 BUILT—UP CORNER AT END OF OHEARWALL NOT NOT TO 90ALE. \ 0mM 5 r�T5 D �cu LU ' O I TO`�J WS NO TOE IWLF , Q lJ e�. 11 ee i I Q _v 1 I Dom r0 ra N T N Q IW Iwl evEW ltl Rr o• /^I�` ornoN h VfW 91lPSON LSTA24 W to (C u4 Dal roF rare n®Om S" ev TO OVER (O I I I I I I I 2 ,yr R PT AIlD(9)O N ALL � e L_ III I I 4 Id y n RAFrER9 W(W IOD NAa9 EA. G 5=GD-46 TOTAL) lJ III FRAMING MEMBERS I I 1 � �I II � ` �� u�•ern aOArm � I Ij EDGE INTERMEDIATE I 1 I !I i� 'i .+' fa `E `m Q)— 7 I I I 1 j 'S awovmE a.GCKINs O i A4 mmom) S Lu N C% .�D11�' C ]Uele•oc.sna ------ --__ Ny o o o o o o o S wa 111 I 1 I� I! r O a i' G; f Y 1 o 0 0 o H i w iTi 3• i � IjIS5RCq I d tweurure ----- PAT7NAIL IjI MIN. x I I i 1 li I� € ( � w n7 wD.e•oc. (iF \ €W 4 L_______ _J_L_ yj II II I; Y job no.: I5o4 (.11 rm A mO M ED PANEL EDGE x — FOLD i Dm TO ToP q.nrewIN " date r Alr wle IOD AL EVSm e �•�•. � +.�.wtr TOF ae FOU.D; ,c I I MIN. 2 i _____—• �s J\? SCaIB A9 NOTED PANEL r PAWL rs Ru PARALrg To S ONAI�N drawn: N:N fQfnNC1801lwe— yW.LEC PI M A RmeE `. (DOUBLE NAIL EDGE SPADING DETAIU pip per. A ff�AL 4osTs, um FASTS TO ne RAFTERS rev. • ------—----—----—----____— —__------_—_--__--__ NAIL T.A NOR n Fmwm vT%u"J N L VV q gX(91 mO C4soVN DOUBLE o " rev. ALL E%fER10R RALL9 AID DOrETDElFD O VERTICAL & HORIZONTAL NAILING FOR PLYWOOD WALL OHEATHING / LOAD BEARING INTERIOR WALLS O TYPICAL RIDGE 5TRAP DETAIL OPTION5 S _6 s NOTTOTIC _gC NOT TO 90AL0 e c ISSUED FOR PERMITrINGI at 15 Of Ib _ E E` J H N u VV-f it }0 _2 u \ 1 w RAFTERS au i c ` UPPER RAFTER - F M A R 2X12 LEDGER c 0 \ s1NPsoNLsro ATTACHED W/316D TO EACH .. j1 a` .1 LOW SIMPSON LSU26 m o DLIP RAFTER HANGER ` N ,I II a ( LEDGER WI w t *H2.5A (3)ISO FA. p 4 I� SHED ROOFc RATTER \ T� RAFTERS 2X7012X72 LEDGER O +' BELOW , w -� TIMBERLOK SCREWS(X41 TOP&BOT. To \ SECURE INTO SOLID FRAMING LSTA9 SPACED @ 16'o/c LS70 'lI �'SII8 c HORIZONTAL 2x BLOCKING FOR NAILING THE PLYWOOD EDGES 'ALL HOLODOWNS INSTALLED AFTER PLYWOOD ( v D ro O PLYWOOD E3LOGKING DETAIL O RAFTER CONNECTION DETAILS FRAME-OVER LEDGER DETAIL O Nor ro xALe Iwr To xnLe ca 9 LEDGER DETAIL Nor ro xALe Nor ro xALe � OPTION #1 HEADER SIZESep O O O O O OF O G L= 1'-0" TO 4'-0" (1)LSTA 9 (1)SP4 (1) IPER KING (U A23 (U A23 (1)H8 TOP/SOTTOM ��u OF EACH CRIPPLE STUD n / G G L= 4'-I" TO 6'-0" (2)LSTA 4 (2)SP4 PER KING NOTE:FOR HEADERS LOCATED O (I)A23 (2)A23 () N (U CS 16-O STRAP NAILS J m (U SSP PER EACH KING STUD PB2'f6 JOf Z I p L= 6'4"TO 8'-0" (2)LSTA 12 (2)SP4 PER KING (SEE NOTE'4') (1)A23 (2)A23 J E E - R7Ew'ocTE�rrAGN EACH J Z �Z Lu �o✓� L= 5'-1" TO 10'-0" (2)LSTA 15 (2)SPH6 PER KING 0)A23 (2)A23 Z J a� Q Z o� HEADER(PER PLAN) N SSP 7 L= 10'-I"TO IC,'-O" (2)ST2122 (2)SPHb PER KING (U A23 (2)A23 W u r� m0' U) A P OPTION #2 Q 0 HEADER SIZE O OE3 OG OD O O O iVINDOW/DOOR OPENING (U-GS Ib (L= I'-O" TO 4'-0" EACH END PER K NG (1)A25 (1)A23 (1)H8 TOP/BOTTOM V N OF EACH CRIPPLE STUD r✓1 YV(9)aDb (U 55P NOTE:FOR HEADERS LOCATED V . L= 4--1" TO 6'-0" EACH END PER KING (1)A23 (2)A25 N (1)C5 16-(6)6D NAILS (n F EACH END OF STRAP It F (6)BDb SEE NOTE S, N SSP PER EACH KING 5T O L= b'-1" TO B'-O" EACH END PER KING (SEE NOTE'4') (I)A23 (2)A23 ALTERIORE�TrACH EACH O rrv(6)e6D (1)SSP Imo- (/)'I> L= 5'-1" TO 10'-0" EACH END PER KING (1)A25 (2)A23 N N (1)55P Q O O B L= 10'-I" TO I(b'-O" (2)5T2122 PER KING p)A23 (2)A23 ZH M4ss NS F. no.: I904 I. HEADERS 4'-I'AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER A ( d : OI JLY 2016 2. CONNECTORS SPECIFIED ABOVE SHALL BE ArrACHED DIRECTLY TO 2X FRAMIN6 MEMBERS O S c D 5. NAIL HEI6HHT JACK STUDS TO KING STUDS WITH(Z-16D NAILS PER 6"O.G.(JACK 9TVD TO RM) SOLE PLATE STRAP NOT V r SC2I0 A9 NOTED D 4.STRAP NOT REOUIRED MBIERE SHEARAALL HOLDDOM61 15 ADJACENT TO OPENING. No.5 drawn:S. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOAN FOR CLARITY. A Km (1 rev. F rev. ORAMING p WINDOW AND DOOR OPENINGS S-7 10NOr TO SCALE g ISSUED FOR PERM17ING sn1 I& of I6 Cv QQ •��' . -I a S'. Yd' Vr \ / ` �.. ......mod..