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0219 PHEASANT HILL CIRCLE
Go-r Zq- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �D.�- Parcel OD - D 7 Application # Health Division Date Issued 4, Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Z7� Historic - OKH _ Preservation/ Hyannis Project Street Addressf� Village 4�7_Y'e 7- Owner ���J��� a,veT �d-�.j�t- Address Telephone .77 Permit Request ran E7- /Vtuy Square feet: 1 st floor: existing �J�d proposed 2nd floor: existing proposed Total new Zoning District Flood Plain cc Groundwater Overlay Project Valuation -Construction Type i®J f Lot Size Grandfathered: U Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3� Historic House: ❑Yes XNo On Old King's Highway: ❑Yes *0 Basement Type: AFull ❑ Crawl XWalkout ❑ Other Basement Finished Area (sq.ft. kew) Basement Unfinished Area (sq.ft) , / Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 17 existing _new Total Room Count (not including baths): existing J_ new vZ First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/foal stover]YeNo Detached garage: ❑ existing O new size—Pool: ❑ existing ❑ new size Barn: ❑existing ❑,-, w Vie_ a Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 00 Commercial ❑Yes No If yes, site plan review# Cn Current Use Xeor Z Proposed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ��/� �rt� a� License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING /-FROM THIS PROJECT WILL BETAKEN TO Twh D� SIGNATURE DATE -r ry ` FOR OFFICIAL USE ONLY , APPLICATION# ATE ISSUED •%` '.-' ins\w �` ";. > y ' 14, MAP/PARCEL N0. r r ADDRESS F: l VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME FRAME _�Fo[A1 �- �II�I(2- �'Nti�� INSULATION 044 �� tiZ•� 1 w f FIREPLACE ' I ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL,'' `" I, .GAS: ,_ ,ROUGH••i_ - FINAL ',f `FINAL BUILDLNG+ y _ p f y� + 1 DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusem Department of Industrial Accidents Q,Bice of Investigations vestzgations 600 Washington Street Boston, MA 02111 www mass gov1i is Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apnficant Information 1, �- �� Please Print Legibly Name (Business/Organimfimgndividwl): Address: al,9' t' -� A/// �r-e City/state/Zip: .r ;Phone : Are you an employer? Check the appropriate box: . 4. I am a Type of project(required): I.❑ I am a employer with ❑ geneial contractor and I - `�i�q Io ees full and%r artart me * have hired the sub-contractors 5• New construction 1 I� 2.❑ I am a sole proprietor or partner listed on the attached sheet, 7. {]Remodeling ship and have no employees These sub-contractors have 8. []Demolition working for me.in any capacity. employees and have workers' [No workers'comp. insurance comp.insurance,$ ' ` 9•. ❑Building addition equired] 5• ❑ We are a corporation and its 10.[]Electrical repairs or additions 3, am a homeowner doing all work officers have exercised their 11.0 plumbing repairs or additions myself [No workers' comp. right of exemption per MGL insurance required.]t c. 152,.§1(4), and we I2.have no ❑Roof repairs employees. [No workers' 13.[] Other comp.rasurance required] *Amy applicaut that checks box#I.must also M out the section below showing their workers'compensation policy information t Ho—owners who submit this affidavit indicating they arz doing eIl work and then hire outside contractors must submit a new affidavit indicating such. �Contracturs that check this box mast attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have amployecs. If the sub-contractors have employees,they mast provide their workers'c omp,policy number. I am an employer that isproWdvrg workers'corxpensa#ion insurance for my employees. Below is the po£ information cy and job site hmurance Company Name: Policy#or Self-ins.Lic.4. Expiration Date: Job Site Address:. City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the impositi.on of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties;in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be.forwarded,to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify u e pains•and penalties of perjury that the info rrrrafion provided above is ue and correct Si Date: ol Phone Official use only. Do not write in this area to be completed by city or town o fidaL City or Town: Permif/License# Issuing Authority(circle one): 1.Board.of Health 2.Building Department 3. City/Town own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Cj r 3� ` Town of Barnstable OF THE 1pi,_ Regulatory Services • BMIS r 13M « Thomas F.Geiler,Director press. . 9`b 1639. .�� Building Division prED AM'1� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.*barnstable.ma.us Office:.508-862-4038 Fax: 508-790-6230. r HOMEOWNER LICENSE EXEMPTION pp J Please Print DATE: JOB LOCATION: number y ssttreeeet� village "HOMEOWNER": /V 2 o-A C�i' name home phone# work phone# CURRENT MAILING ADDRESS: .^4 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)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 requireme Signa a of Homeowner i 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 a 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." 4 Many homeowners who use this exemption aie unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the-last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt �t Town of Barnstable Regulato ry Services MASS �, Thomas F.Geller,Director 1639. v rr+►�'' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:-:508 7.90-6230-_ Property Owner Must Complete and Sign This SectionG If Using t as Owner of the subject property hereby authorize 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 utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOIS III J ► III ATNE RA 26 /� o L+PHONE PHONE PHONE PKT I -- ( R - 12'-O" CATHEDRAL I V 606 I I VS 606 i II'-O" CATHEDRAL SKY IGI-IT ' I SKYLIGHT i MASTER BEDROOM A ovE I I o aBOVE BEDROOM #2 CARPETIj ------ ____ i O I- ——— — I CARPET i I&-8 TV 5-01 R i 2 4' -6' 13-0... -- TILE I AT14EDRA FLAT 14'-0" CATHEDRAL BATH .o a KITCHEN I DININN TIL o m J OAK I OAK 6 V 2 2- I 34 TV 6'-4" 5'-II" .0 3' q" 3'-6" 3'-S" 16'-8" .0 2'-6"R 3'-6" BI-FLD p — r - 2� Li OAK 6I7n v 2- - a'-7i 26 I-5Q ® DN BI-FLD � - i '�BI-FLD B1-FLD W 9 PANTRY - L� PHONE 1-FLD FIRE RATED Q 14'-0" CATHEDRAL ® ❑ 21k I�3 W-O" CATHEDRALcO 1/20 2Q i , _ �o BEDROOM #3= q LITE ' v m CARPET LP ------ -- ----- PHONE n TRANSOM ABOVE I I TV ABOVE BASE CA�. TV AN 451 S 53 3/5" x 21" 3!2 �p -—-— WI2x22 STEEL ABOVE _—-—_ ----- ------ — OCD rn m 10 GARAGE ❑O " to v CONCRETE SLAB Ut Richard Fraser 219 Pheasant Hill Circle Cotuit, MA 0 2635 � � PX/ • r - 3 Uh in1t BajcrtcH�" /!!$� fp 777� `�, ( Tara! ljase�ste::» /Se'o s�,e�T_ 8'Z 6` /faeSbQ,r�.:; fhaZcs- a i DE-nP.,CuL2'X2`TnZ'trio her, 3�2Irv-r!/L Tit l ..es' • PT ? •. HdretQ. A 11 71 ANy • Par-Z:a! 382 1'fT" �oH°NsrRucT,Om TrQ� 21-9 PA�erssn� lNSTALLATlTOry0�FQ'FT PER HAT LE EIASES RIVWO•SPACE �aTfN . NOTE;A ADDITIONAL SMOOKKEY DOE�T ... ..... + ERM TES OSMOKEDEIT IS qE - DD—T SATISF ECT QTIRED F THE OLVIIGYS Y THIS REQUIREMENT.O RICAL ..... .: .— -- .-..._._...._.._......_..—.Lr_J CARBON MONOXIDE ALARMS - MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map bol--� Parcel V �� Application # � U Health Division Date Issued la- Conservation Division Application.Feed Planning Dept. - Permit fee Date Definitive Plan Approved by Planning Board �„ Z/_ 113 I� Historic - OKH Preservation/Hyannis v ZI V — Y Project Street Address Village Zo7o_ Owner A,14- d M4,e±A pi-,7_25-,K r<v- Address ,�/�' AAX/2nT Z Cr'�-ALP Telephone 77 e rS91 -3.30 9 Permit Request H��� �f v /10,60M �y'32 Square feet: 1 st floor: existing � as proposed 2nd floor: existing A4 proposed Total new Zoning District _ Flood Plain Gr undwater Overlay 47 � �... Project Valuation Construction Type O .y 9 _n Lot Size 1� . �1�� Grandfathered: ❑Yes ❑ No If yes, attach supporting dGcum§otation. ..„ Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure r• Historic House: ❑Yes ❑ No On Old King's lighway:p4_6 Yet ❑ No. Basement Type: X Full ❑ Crawl XWalkout ❑ 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 7 new First Floor Room Count S Heat Type and Fuel: )2 ,Gas ❑ Oil ❑ Electric ❑ Other Central Air: A 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 , iNlo If yes, site plan review# Current UseaA -e� Proposed Use A/okvet , APPLICANT INFORMATION - - r- - (BUILDER O �OWNER) Name c�iaY� ��,�'�Y Telephone Number Address ;Z/.,�9 a.rC /7/9/ C,.�4a License# C� �T Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ?- SIGNATURE DATE 36 r • Or. FOR OFFICIAL USE ONLY APPLICATION# !r DATE ISSUED MAP/PARCEL NO. 1, ADDRESS VILLAGE n OWNER r \� DATE OF INSPECTION: .t . ;f FOUNDATION FRAME CQK Yell?,- 014,- INSULATION 61 ulle A F%- FIREPLACE ELECTRICAL: ROUGH FINAL t, PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL ti FINAL BUILDING (Pk114 lO f 1 DATE CLOSED OUT ASSOCIATION PLAN NO. Deparbnent of Industrial Accidents °Office-oflnvestigations__. ---- ' 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plambers Applicant Information Please Prat Le ' I -Nai ie(Business%Organizationa dividual); Address: .� � Ci /S`tate/z e 3�8 FJA�you an employer? Check the appropriate box; Type of project(required); I am a employer with 4. []I am a general contractor and Iemployees(full and/or part-time).* have hind the sub-contractors 6 ❑New construction . I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling . . shipand have no a to ees 'These sub-contractors have Y S, ❑Demolition working for mein any capacity, employees and have workers' 9 Building addition . [No workers'comp.-Msurance comp.insurance.$ ❑ g required] 5• ❑ We area corporation and its ' 10.0 Electrical repairs or additions 3. I am a homeowner doingall work officers have exercised their - 1I.❑Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGL 12.E]Roof repairs insurance required.]t. c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required J *Any applicant that checla.box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. �Contractflrs that cbeck.this box must attached an additional sheet showing the name of the sub-wntractors and state whether or not those entities have employees• If the sub-contractors have employees,they must prcMdc their workers'comp•policy number. I am an employer Mist is providing workers'compensation insurance for my employees.-Below is the policy and jab site information Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(shouting 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$I,500.00 and/or one year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification I do hereby certify and pains andpenalties of perjury that the information provided above is true and correct: Sim Date: /3e Phone#: 77h'--S'a 33D9 official use-only. Do not write in this area,to be completed by c'or town official City or Town: Permi:t/License# Issuing A-ithority (circle one): 1.Board of.Health 2,Building fear bnent 3. City/Town Clerk 4,Electrical.Inspector. 5.'Plumbing Inspector 6. Other Cant�ct Perso n: Phone#: THE Regulatory Services - F Thomas F.Geiler,Director Building Division sf:;q �Q' :. prEn Tom Perry,Building Commissioner. 200 Main Street, Hyannis,MA 02601 wwwAawn.barnstable.ma.us 508 Office: 508-862-4038 Fax -790-6230 . HOMEOWNER LICENSE EXEMPTION Please Print DATE: /Av 0.✓ y/ ! JOB LOCATION: number _ street.. village "HOMEOWNER c�• ��ate� 7JH-Sal=3,�09 name home phone# work phone# CURRENT MAILING ADDRESS: city/town . state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for.hire who does not possess a license;provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there.is,or is intended to be, a one or two 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.I.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 Deparhnent minimum inspection procedures and requirements'and that he/she will comply with said procedures and require Signift, of Homeowner Approval of Building Official i 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 requited shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner.engages a person(s)for hire to.do such. work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against.the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands thess responsibilities of a Supervisor. On the last page of this issue a form currently used by several towns. You may care t amend and adopt such a fomi/certification for use in your community. Q:fomis:homeexempt - =- -- - —-- � ---- --� Regulator_y_S.er-vices KAM*.—�, Thomas F.Geiler,Director �o Building• DIVISIUII Tom Perry,Building.Commissioner. 2.00 Main Stet,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must q Complete.and Sign This Section - ,If Using A Builder I, 2S Owner of the subject ptoperty hereby authorize to act on my behalf, in ail.roatters relative to work authorized by this building pe=nit (Address of Job) Pool fences:acid 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. Sign atr,re of Owner Signature of Applicant Print Name Print Name Date Q-FORMS:OWNIItPER IISsiONPOOLS 62012 i �a1�11Y_�} s/kW 3` - i ♦ may} � 0+ I 1'. r - ,ems � GW'•JIR I �;i1. ': y q �, ,t aS<nte�2c tf ; F,`4j it 11FLy'lY `y ' t ` � .. U / i k ,�{.��+- 4�14z � "t �.� �.�' ' �`� a /�" ''•a�X �' . —LL�L +cY. ,✓ , ' _ feA•_�;s nq 4 f � r. a ft SJ o4 k � n�„,; ! _ q 41 49 dVt! `r D.w 2 ! Vn ` , '•Q , .::. lot c. .� -- 2xZ ivGt $ WIt, - ,� 2/9 Pheasaa+`C Ni%/ Gicl�. Y ice- CeT�,vT Ana _ -- ;e ti!/M Ric�.akd Fvaser=. ti Town of Barnstable Building Department - 200 Main Street RAMSTABLE, * Hyannis, MA 02601 MASS. $ (508 i639- ) 862-4038 �� ArfO MA'i A Certificate of Occupancy Application Number: 200806677 CO Number: 20080294 Parcel ID: 002002074 CO Issue Date: 04113109 Location: 219 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �//111'�IOZ9 Building Department Signature Date Signed Y IHEr TOWN OF BARNSTABLE ... . ti qi(c ing �► Application Ref: 200806677* BARNSTABLE, * Issue Date: 12/12/08 Permit 9 MASS. �pr16 339. Q�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20082738 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/11/09 Location. 219 PHEASANT HILL CIRCLE Zoning District 'Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002074 Permit Fee$ 1,096.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 215,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH SINGLE FAMILY HOME WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL AN ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1550 FALMOUTH ROAD-SUITE 12 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RMj Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR,ANY PART THEREOF,EITHER TEMPORARILY OR.PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPIERTY;,NOT SPECIFICALLY'PERMITTED UNDERTHE BUILDING CODE,MUST BE APPROVED BY TH&JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE,OBTAINED FROM:THE DEPARTMENT OF PUBLIC;WORKS:'' THE ISSUANCE OF,THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM,THE CONDITIONS.OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED,PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTIO PPROVALS 112 Gie OZ� e0 2c1� 2'�` 2 60) 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 oa Health JOWL �/ � lq � I /? C, L am. I TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION_ Map 069 . Parcel &10 `2 , 0`7V � Application #,c?> 66'Tr66 0 pop Health Division Date Issued Y Conservation Di ision - Application Fee �✓ Planning Dept. G�. -al -.a8. F Permit Fee (:, Date Definitive Plan.Appr ved by Planning Board Historic OKH Preservation/Hyannis N E Project Street Address lq PHF ,5 ,u ILL (2 /2Gi-E Village C D-7U /T OwnerC0-rd IT Qy I T 7gdt/5/N( LLB Address a1) JC Telephone <Q /10 V0 Permit Request To C A15:ZgJCT A .. lzza Le E4M/LY 3 .8 6l20//,Ul z blMI-1 P/4#9,F W ITH AAA i9TTACH ` 1. C'IV Square feet: i st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain �. Groundwater Overlay Project Valuation 7,/5 Construction Type 000J ) 1G/ Lot Size /y �/�� Grandfathered: 0 Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family O' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes U/No On Old King's Highway: ❑Yes WHIro Basement Type: &ull ❑ 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 I new Total Room Count (not including baths): existing new 4_First Floor Room Count Heat Type andFuel: M"G' as ❑Oil ❑ Electric ❑ Other Central Air: O/Yes ❑ No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes 2<0 Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑existing ❑ new size_ Z0 Y;L - Attached garage: ❑existing E(new size _Shed: ❑ existing ❑ new size _ Other: _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ <i Commercial ❑Yes Q"No If yes, site plan review # n --- Current Use VACIIAl T LO T Proposed Use 2��1 N rtf -_-APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name !� Q1w Telephone Number / d old ., r Address 7 License # & t'O y� �1 dZ 6 3-:2 Home Improvement Contractor# Worker's Compensation # 41CF tJ 117 "5 y6 16 O ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOJ SIGNATURE DATE /f % ��D r FOR OFFICIAL USE ONLY IkPPLICATION# ,,DATE ISSUED MAP/PARCELNO ADDRESS VILLAGE D OWNER ; DATE OF INSPECTION: AFOUNDATION ov B8V �Fo,O ScNoS FRAME she �jo z�o p 2rn`!� ,�f21� o 0�16/or? Rho INSULATION 14-11d 9 ' FIREPLACE }. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL z iz FINAL BUILDING i DATE CLOSED OUT' ASSOCIATION PLAN NO. - } of r Town of Barnstable Regulatory Services Y Mf SC$` Thomas F. Geiler, Director . . Building Division . Thomas Perry, CBO,'Building Coniaussioner 200 Main Street, Hyannis,MA 02601 www.town.banistable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVLEW Owner: r Map/Parcel: D©Z ©O © 7 T Proiect Address 2l 7'PII&IS ur-914�cieccE Builder* :- c cT The following items were noted on reviewing: f T 15 Ste; w+hcbF AAC,VetS 1NZn IAAbtZr-- tRF—_s7R CC-T-I =RfA2yy,- f`� DUNd ff7<aN ,N cz' S/°/�f a6 66 cr z -er �Csr PE`fit"d.c: hl#x- c N GU I r IAJ a o . e'ok Reviewed by: / Date: Q:Farms:Plarvw AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2:1.1)1 #74 PHEASANT HILL CIRCLE Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...............................................................................................................:...110 mph Q WindExposure Category................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12'slope shall be considered a story) ..... 1 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................8<_12:12 Q MeanRoof Height .......................................................:.............(Fig 2)..................................................15 ft <_33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 40 ft 5 80' Q Building Length, L ..............................................................(Fig 3)..................................... 62 ft <_80' Q BuildingAspect Ratio ...... .......... .....1.5 5 3:1 Q..(Fig 4)................ .. Nominal Height of Tallest Opening 2 ...........................................(Fig 4).................................................6'-8"_<6'8" Q 1.3=.FRAMING CONNECTIONS General compliance with framing connections....................(fable 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................................................................ Q ConcreteMasonry................................................................................................................... ..... .. l N/A 1 3 �� 2.2 ANCHORAGE TO FOUNDATION 5 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete y Bolt Spacing—general ................................. ........(Table 4)............................................. ... 59 Q Bolt Spacing from endrjoint of plate ............................(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry.........................:..............(Fig 5)..........................:................ in.>_ 15" N/A PlateWasher......................................:........................(Fig 5)...........:..................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension..........................:........(Fig 6)................................................._ft:512' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................... ...................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails.at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................8'-4"ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ................:.......................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)........................................... ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMx 5301.2.1.1)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length.............. ......................7.........(Fig 11).............................................. ft>_0/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft a 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length .................................:......................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)...............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................61 ft 0 in.<_11, Q Sill Plate Spans ........................................................(Table 9)............................... ..........3 ft 0 in:<_11' Q Full Height Studs (no.of studs)...................................(Table 9)............................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(fable 9)..........................................6 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft_in.512" N/A Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q Sheathing Type.............................................(note 4)...........................................................WSP, Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4' Q Percent Full-Height Sheathing.......................(Table 10).........................:.............................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2......................................................................6'-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(fable 11)....................................:...... Percent Full-Height Sheathing.......................(Table 11).......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..........................................:.....(fable 12)..............................................U=303 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20) ............._ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............. ..............................U=417 lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L=228 lb. N/A Roof Sheathing Type..............:....................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ................................................518 in.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. ' On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered'at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMt 5301.2.1.1)1 �T6tUM THE RESTSON NG &iNAILS .�c. ' 11 11 ! 11 11 1 Y 41 • i 11 11 1 11 11 11 11 I r 1 11 11 1 11 11 I N 1.1 7 11 li 6 11 I l Y 11 IF, 1 - ►- ILJ I 11 Ir g 1 � I � li 11 '1 11 1 0 1 it 1 4/ 11 1 1 11 J r a IJ I,r 1! 11 H IJ t 11 rl 1 fl [J JI 11 it 1 i NAILSPACING 1 PAAfE.I_ d � See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 ILUza i ei m FRAMING MEMBERS ' HWERMEMTE i e I - �9/8• -3 MIN.^ ----'--�i----- -L ------- STAGGERED *MNJ NAIL PAT FERN PANEL PAW EDGE DOUBLE NAIL EDGE SPAMG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment Nov • 20 ' 2008 10 : 02AM No , 6651 P . 4 TempharcOF.d11 Pabc 1 of 1 ........ . .. : r--�- ............................... . :r y .• �.r r�r,•,,,....,.::� .............r:::_!i:::cclfi:iiiii:iii,i:::_'.:.n� .................._....... ,;:::-�.. :..r.. •. :,r:,.;,." _.._.._..._......._.,_u::i,....__.,.�-..., .. .. �..:... r'dryfttitiUd,I(6AA9f4MIr;1llbM84®ldifl(e�lf - .... ,.r. .. ._. _........n�...._:.:.:.c...,.�::.::.�...�.. ... ... .rl fM. ........... 1 ct:;ge- ,' ?fi k:;: rank SCE%C7ef New Parcel ,r�:��,, November 20?008 App(icaticn Center Road System Reports Road System The record has been updated., New Parcel Detail New Mapparcel 002 002 074 Street Number: 121.9. Unit Demo Lot- LOT 74 .-........................................_............ Road Name: JPHEASANT HILL CIRCLE =i " T/Rr r Sec Road: OSPREY DRIVE TR villlage: 107- Cotuit Part of M/P: J MAP 002 PCL 002 Plan Ref: PLSK 617/69-75 (APP 7-62) ........................-......................._....................................................,.................................,........ ,,,..,,....,.1 Date Added: 1/16/2008 3.29.21 PM Updated! 11/20/2008 8-57:36 AM :'.Update`= el.ete ;Add;Ah,!ot 'e jl'' OpIHiETp� Town of Barnstable Regulatory Services ° uxxsreerE, nos. Thomas F. Geiler, Director -v $ 1639. �°,� Building Division Tom Perry, Building Commissioner . 200 Main Street, Hyannis, MA 02601 www.to)vn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Propertyy Owner Must Complete and Sign This Section Zf Usin A Builder 7. C�TU t 7 C�v l7 /U(Js/�(/� LL-�- 7 ; as Owner of the subject property hereby authorize ` s . �0� to act on my behalf, in Arnatters relative to work authorized by this building permit application for: (Address of job) �J1d Signature of Owner Date 13 1 " T- 'Dj9cF y Print Name If Pro petty Owner is applying for permit please complete the Horneowxiers License Exemption Form on the reverse side. Town of Barnstable ir-te r�y� Regulatory Services * Thomas F. Geiler,Director anrursrnxt.s, y MASS $ i6,19. Building Division plFD �a Tom Perry,wilding Comnussioner 200 Main Street, Hyannis, MA 02601 rA ww,to A,n.barnstable.ma.us Office: S08-862-4038 Fax: 5.08-790-6230 HOMEOWNER LICENSE EXEMPTION ' Please Print DATE: JOB LOCATION: number street v llage "HOMEOWNER": — name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The cur-rent 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, DEFINIT`fON 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 inore than one home in a two-year period shall not be considered a homeowner. Such " o the Building Official on a form acceptable to the Building Official, that he/she shall be "homeowner" rrreowner shall submrt t g responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with tha State Building Code and other applicable codes, bylaws, roles and regulations. The undersigned "homeowner"certifies that he/she understands the Town of Barnstable Building Department and that he/she will Comply with said procedures and educes and requirements P Y rninixnum inspection procedures q requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply wz t:h the State Building Code Section 127.0 Construction Control. ROMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section log.I.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 aie unaware that they are assuming the responsibilities of a supervisor(sec 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. Tbc homeowner acting as Superosor is ultimatcly responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application, rrsponnbilities of a Supervisor. On the last page of this issue is a form currently used by that the homeowner certify that he/she understands the several towns. You may care t amend and adopt such a fonrvccrtification for use in your community. i Department of.Lndicsrrca 9ccraents Office bf blvcsfigcztions 600 Washington Street .Boston, ;7� 02111 www.masw.gov/dia Workers' Comp[xWation Insurance A_ffida-vit: BuildErs/Contractors(Electricians/P.fumbers .A_Pplicant Luformation V Please PrzntLe�zbly. Name (Business/org�tizationlInd;v;dual): 1 1 I S /�� j[/f U /�� . City/State/Zip: CIF Are you an'empployer? Check the appropriate bb Type of,projtct(required)'- 1.El am a cmploycr with 4. I " z a general contractor and I 6 C�omtmchon employees (full and/or pant-time).* bavc hired the s1ib-contractors Jisteri ou the attached shot. 7. [� Rc;modcling 2.❑ I am a sole proprietor or partner- Thcsc sub-contractors have g• Demolition ship and have J D errtployecs , employes and have workers 9 Building addition working for me in azty capacity. • ' [No-workers' comp.-i SUra cc comp. insurance.t rbquircd] S. F-] We arc a corporation and its 10_0 Elcclzical repairs oz additions 3.❑ I am a homcovwnrs doing all work- officers have exercised their 11.[] Pl�bing repairs.or additions myself. [No workers' corop. right of exemption per MGL lZ Roof repairs c. 152, §1(4), and we hay.t no inrnrTncc rnl�d-] 1 - -13.0 OthcY . empjoyees: [No workers' comp.iosm-ancc zcquircd.] *Amy or aFlPlicant that eheel s box#1 must also fA o rt the reel on below showing the r�vor):cza' crpc:v,L on pc)iq informntim- t[,omc())Ymcr' pino submit Chia affidavit and a K they arc doing all work a7 d thrn hi L outside=t nctnrs must cubririt anew ai davit mdieatu g $Cantraclors that ebcry this box must attacbcd an additional sbcct ttiow zlg the namc of the sub-ecmtraclors and 0211�wbctbcr or not those mtifics bxvc mTyic)yccs, if the sub eontraetore have err plo} ,they must pro v db li c r workers'corn P-Policy ntunbu. I urn an employer th-al if praviding workers' compensa6Dn insurance,for my employees. Below is Ghe policy and,job site InrZuancc Company Name: d l ACA �� C a Policy#or Sclf ins. Lic. #: ��U7� z a� �!D �xpu� on Date: / Job sate Addrss: Pf� 15�1 << �'� City/StawZ;p: C� TV 1T- dnA 42 3 Attach a copy of the woz keys' coznpeusaiaorI paLicy declaration page (sbowLug the policy number and expLration date). Failure to sceure coverage as ictpiircfl under Section 25A of MGL c. 152 can lead 10 the zinposition of cT m;nal penalties of a 5ac iip to $1,5D0.00 and/or one-year iuipnsonmcnt, 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`6olator. Bc advised that a copy-of this statcmeritway be fozsvaxdcd to the Office of juycsti ations of the DIA for incutancc covcra c Ycrification. I do hereby certify under Che pains and e . es ofperjury �h,af the informadon provided above�!is/true and carrecl / Si atluc:Pbonc#-. —7 71 - 1 d qv/' Offzclal use only. Da not write in Chu area, !b be cotnpLeCed by city or town offuiaC City or Town: PeruutlLicense# Issuing Authority (circle 3. Board of Health 2,Building Departranat 3, City/Town Clerk 4.Electrical Inspector 5.Plurnbing Inspector 6, Other Contact Person: Phone #: _ Massachusetts Gcncral Laws chapter 152 requires all employers to provjoe worxcrs Pursua.nt to this statute, an errtplay defined ee is dned as "...every person in the service of another under any contract of hire, c7Cpress oz izapl1c� oral or writttn-" An employer is dcEmcd as "an individual, partnership, association, corporation or otbcr legal entity, or any two or more of the forcgoing.eugaged zn a joint cntrrprisc, and including the legal rcprescntativcs of a deecascd employer, or the rece%ver or tzustoo of anindrvidual,partnership, association or other legal entity, employing euxployccs. However the' owner of a dwelling housc having not more than three apartments and who resddcs therein or the occupant of the 3wcllin,g house of.anothcr who employs persons to do maintenance construction or repair work on such dwoJling bousc or on the grounds or building appurtenant thereto shall not bccausb of such.cmploymcat be deemed to be an cmploycr." v1GL.chaptr-r 152, §25C(6) also statrs that"every state or local licensing agency shall withhold the issuance or -eriewal of a license or permit to operate a business onto construct buildings in the commonwealth for any applicant w.ho has not produced-acceptable evidence of compliance with the insurance coverage r(--quired." additionally,MGL ohapter 152, §25C() states `Neither the commonv{calth nor any of its polipeal subdivisions shall inter into any contract for.thc performance of public work until acceptable evidence of compliance v th thr m�uza.I)Lc cquircncuts.of this chap tsr hay e bcenprescntcd to the contracting authority." applicants caso fi]1 out fhc workers' compensation affidavit coroplctcly, by chccking the boxes that apply to.your sIbmfion and, it cccssa,y, Pply tdb-contractor m s)nac(s), address(cs) and phone nurnbcr(s) along with their ccr ficatc(s) of �sviancc. Limitrd Liability Cowries(LLC) or Limitcd Liability Partocrships (LLP)with no employees other than the cambers or partnCts�, arc not rcrtuired to carry workers' coDapcnsation ins C-C. If an r T C or] LP does have rployccs, a policy is rccp-dred -3c advised that this- amdavit may be submitted to the Dcpartmcat of Industrial ecid.cnts^for confnUmafzon of rnsura-ncc coverage. Also be sure to sign and datE the affidavit The affidavit should rcturncd to the city or town t3.iat the application for the pewit of license is being zrqucskcd, not the Department of dustrial Accidents. Should you have any questions regarding the law of if you arc rcquixcd to obL-da a workers' policy, please call the Depaxtmcnt a.t the nurgbcr.listed below. Self-i-nsumd companies should cntcr their upensalzon if ins xaixn -o license numbet on the appropriate line. ty or Tom Of�riztls -asc be sure that the affidavit is complctc and printed legibly, The Department ha provided a space at the bgttom the affidavit for you to fill out in the event the Office df Investigations has to contact,you regarding the applicant ;ase be sure to till in the permjVEcense number which will be used as a rcference number. In addition; m applicant :t must submit amltiplo pera-Wliccnsc applications in any given year, me only submit onF of d-&-vit indicating cuucnt lacy information(ifnccessa-zy) and under "Job Site Address" the applicant should write"all locations in (city or vm):"A copy of the Bf5davzt that has bccn officiallysbmnpcd or marked by the city or town may be provided to the )Iicant as proof that a valid affidavit is on file for firtruc permit' or Iiccnscs. A new affidavit,must be filled out each z.Whcrc a hnrnc owpcz or citizen is obtaining a liccnsc or permif not rclatcd to any business or con ncrcial venture a dog liccnac or permit to bvm lcaycs ctc.) said person is NOT rcquucd to complclz this affidavit Office of lnvestigalions would h1c,to thank you in advance for you,cooperation and should you have any questions, rsc do not hcsiiatc to give m a ca1L Department's address, tcicphonc•and fax number. Tha Cb m7loIIwIf,-al.th of Mas.sarhusctts Offic-e of Luvestigat a.ns 60q Wasllinn Stzeet Boston, MA 02111 Tel. # 617-727-490.0 ext 4.06 or 1-V7-MASSAFB Fax # 617-727-7749 i-22-06 w4v�r-m ass,gov/cU a ' 1z -7-- Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/1/04' 6/1/09 6/1/04 6/1/09 Aluminum Products of Cape 1/11/14 1/11/09 8/15/04 1/11/09 Baxter Nye Engineering& F3/7/04 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/09 3/7/04 3/7/09 William Campbell 8/26/04 8/26/2009 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/1/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/1/07 1/l/09 l/1/07 l/l/09 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc l/l/06 5/l/09 111105 1/l/09 Casella Waste Management 4/30/08 4/30/09 5/1/08 5/1/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 D J Davids Building&Remodel O1/O1/08 1/1/09 6/14/04, 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/09 2/18/04 2/18/09 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/09 111105 1/l/09 L& M Glass Co, Inc 5/l/04 5/l/09 5/l/04 5/l/09 MAP Insulation 10/1/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/l/07 4/1/09 Pro Fence Co., Inc. 3/26/07 3/26/09 3/26/07 3/26/09 Reed, Mel 7/21/04 7/21/09 7/21/04- 7/21/09 Rolfe Construction Inc. .7/11/07 7/11/09 Shorey Mfg. 12/1/06 12/1/08 12/1/06 1/1/09 Snow's Plumbing and Heating 9/30/05 9/30/09 9/30/05 12/29/08 Sullivan Engineering, Inc. 6/26/08 6/26/09 1/28/08 1/28/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 EF Winslow Pluming&Heating 12/1/06 12/1/08 1/1/07 l/1/09 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) \ A , I I / \C(�J L DATA l lR Y l... ^^ ig3z -•.�`F B`o i u, ing tegGu� os an anda"rds zm- Constriuctron Superursor License ? . Lrc nse CAS 5645 r r 1 '1-19/201h um 0' x y wt w „ ) ' # k N RVkLLE=AMA 0 , r omm`oft" ` 3} F x\ �A F R J, k �j"hh .. [ L y: C � r '+ r .n r � .r t r -i• u �tfi L�,R 14- r �q sd ram# � � h ¢ sad"Pl I ' £ i- l 3'>r'* Y " - 4E�`a. r h x.i�k c_ s ;0'0,o cf°en e sZpace{Y �4i 1A as rr p NZ Al M i G 1>2Fiamt�y a�Io�mes 1�a t r y rye Failure to ap ossessa4our�rentedition of the Rrtu,. , `' ' Ode ` lr � 'a sachu, setts 5,Gate B� mg �yy S a �� h�c�nse S l �is�'cause�four re, fc$atio�n�o�k 01 Roof Beam[2000 International Building Code(97 NDS)]Ver.6.00.5 By: , on: 11-19-2008:08:30:47 AM Project: FRASER LOT 74 COTUIT MEADOWS-Location:STRUCTURAL RIDGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2)1.75 IN x 18.0 IN x 15.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By: 165.2% Controlling Factor.Section Modulus/Depth Required 11.2 In •Section may not be readily available. *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.16 IN=U1097 Total Load: TLD= 0.24 IN=L/747 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 1723 LB Total Load: TL-Rxn= 5398 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.81 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Roof Live Load-Side Two: 1_12= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 20 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_ad'1= 230 PLF Total Uniform Load: wT= 720 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: - Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3408 PSI Adjustment Factors:Cd=1.15 Cf=0.96 FV: Fv'= 334 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 20241 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4318 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 71.27 IN3 S= 189.00 IN3 Area(Shear): Areq= 19.42 IN2, A= 63.00 IN2 Moment of Inertia(Deflection): Ireq= 409.82 IN4 1= 1701.00 IN4 REScheck Software Version 4.2.0 C ompil ianice Cl rtrif iicate Project Title: NEW CONSTRUCTION Energy Code: 2000 IECC Location: Bamstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: LOT 74 BAYSIDE BUILDING,INC. COTUIT MEADOWS !Cornpliance:Passes Compliance:10.0%Better Than Code Ma)dmum UA:311 Your UA:280 AssemblyGross Cavity Cont. Glazing UA . - R-Value or Door Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 0.0 50 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.340 5 Low-E TOTAL WALL:Wood Frame,24"o.c. 1620 19.0 0.0 83 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 130 0.340 44 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.380 16 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1482 19.0 0.0 70 Furnace 1:Forced Hot Air 78 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 11/19/08 Data filename: C:\Program Files\Check\REScheck\ERASER LOT 74.rck Page 1 of 4 REScheck Software .Version 4.2.0 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.340 #Panes Frame Type Thermal Break? Yes No . Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.380 Comments: Floors: ❑ Floor 1:All-Wood JoistfTruss:Over Unconditioned Space,R-19.0 cavity insulation . Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non4C rated,fixtures are installed with a 3'clearance from insulation. . Vapor Retarder. ❑ Installed on the warm4n-winter side of all non-vented frame ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance writh the manuda€:wrer+s installation irisuua-tions_ ® Materials and equipment are identified so that compliance.can be determined_ . ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. a 3.j c=:�: t� aL�glazing 1 :� o€ are€adiiy marked`v�tt�ie building plans Ct€specifications. Insulaf'ion is installed acx ordin?to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner L_ithat achieves the rated R-value without comprPs-sing the insulation. prume.t 'ii st-JE'dV Ct--jN-T Rt ii.I RON r.___t._�.:—_. -_..:_ .. __... - _ iiGliai iic: L_\r-r ra 3n 1 ii LJLi c -cJ6:a ` IIG3\6i GS.F:iZ----1--i.i�ll 1>ha3C-.F� i f-S.1�>\ �'atle;t uj� f Duct Insulation: Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded.-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Fi Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating.energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: NEW CONSTRUCTION Report date: 11/19/08 Data filename:CAProgram FileslChecklRESchecklFRASER LOT 74.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 11/1.9/08 Data filename:C:\Program Files\Check\REScheck\FRASER LOT 74.rck Page 4 of 4 �oFIME l � Town of Barnstable BARNSTARLE p= Regulatory Services 7 MASS. 0 i i6}9• N0 Building Division prFO MPS A, F, 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 , f „. Inspection Correction Notice Type of Inspection Location a 4 P AEQSarL+ �� (lrC e Permit Number gDn(D 66 Owner Builder R n::VS IN`- �GA One notice to remain on job site, one notice on file in Building Department. 8 The following items need correcting: 1�c o ec� rya 6 Olt, CocU,D + 0U) �yLl0�5e-lCOX. zqu4,L,4 7 f i�o L �6 lLtyo Ades 0y) _ 0PPJ bt� w Z 1 f 6 l !1 a I Please call: 508-862-4 for re-inspection. Inspected by 11 V l U V IG/ ' Date O (ol ; I , f> S-no 1 text& { i �o Town of Barnstable WL M. BARNSTABLE. Regulatory Services ,` V MASS... .:$. ..,c ..t�- •: 1 r - , ..-s�. ..,s�^.. �p t°39 Building Division ram, - - CFO Wli� '• 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 .j Fax: 508-790-6230 i Inspection Correction Notice Type of Inspection Location / 0-S AV 6y;4 �'-Permit Number 00 `l f Y Owner,. _ Builder One notice to remain on job site, one notice on file in Building Department. r/ Tn follow' g items need correcting: /c�� i C D Gl 6�/ �VC-�l>S Sl6i(J �Ff✓ �g rLL P/ o � O O r 19 6� o c�' Yt�lS ,t1C- 3 ltnl, a2 GlJc. /GU 'ASGLt-l" G�`GC l �e 6 7o ✓A)SQ ?� - _7J Please call: 508-8862-4-e- 8 for re-inspection. b Inspected P Y ��a � Lo � Cf? (',mac.I Ali Date SMOKE DETECTORS /JREVIEWED N (@ BARNSTABLE BUILDING DEPL DOE O Ln _— —n— - — - — —— ----- --= NT DATE V) Li 9 r=f*f"=W_-��EQUIRED FOR PERMITTING J � _. NMNOXIDEALARMS "'- ---- - Ld MUST BE INSTALLED PER Q I!') --- ------------ _ "-------- MASSACHUSETTS BUILDING CODE - Z ® w a Lo FRONT ELEVATION SCALE- 1/4" - V-0" m Q ----- - ---- -- W -- — --------- --------- ----- VVtO W Z N=Q � a WIK Z F Q o N E' W tNWT W F7- �0�-U r -71 T__ f sNEET A REAR ELEVATION ���°��D ,OB,SCALE oB�1/4" - V-0" \� DRAWN BY. KW DATES I7/14/OB N • � M - .. aB �} N LO CO W O 0 W U h V! Lo s >- Z RIGHT ELEVATION d a O SCALE: 1/4" a 1'-0° I� .M a --_ lU . Lu ---_ — - --_ VVN w O tD — - =_-— --- - -- — LU Z F Q �LU N� W N IS W Q LL ��p r L--_J SHEET LEFT ELEVATION A2 SCALE, 1/4" - I'-O" JOB: 0829 DRAWN BY: KW DATE: 11/14/OB NOTE: l2'-0' 13'-e° t0'-6' M 110 X B AND N 4'-4° -e'-4° (� —__—_- - CHEO LIST ADDITIONAL WIG - --- --- HIGH V TECHNIQUES TECHNIQUES V cv . RELA ED TO THIS PLAN 7 0 SHEAR WALL COMP IANCE: - z C Ln I.n.l G n - - W- 30 EACH Li ALL RUN O VERTICAL TICIC AL 514F,,TPING WITH Bd MAILS 3° E E/12° FIELD V)U (4)16d NAILS FER FT BOTTOM PLATE J � 1- 15%OF EACH V ALL RUN VERTICAL SH THING WITH I�°�1 � 00 Bd NAILS 3° E E/12° FIELD 0 (4)16d NAILS FER FT BOTTOM PLATE Q F - V LL Lj 2� TH ® L - - E 4 0 PHONE 17-C CATHEDRAL PKT r sob®' I_ I V9 co6 i IV-O-CATHEDRAL ' T MASTER BEDROOM IGwr I - o cr sKnlGue EDROOM #3- s 8 -- -------- ` i CARPET OAK N ', L_ sr - 0 22'-6 1/2' 5-3 172-' 13'-O° - r - N ob TILE I FLAT I 14'-0°CATHEDRAL BATI-I _ ~I N 0 (2)IB°LVL Q / p ' K KITGI-IEN I TI DINING 30 1/S°x W 7 ° W STRUCTURAL RID" OAK I OAK z8 TW 4410 m Z BO I/3°x 60 7/B I -- 9p e \ O 9° 3'- 3'-B° IV-10 1/2° �i 2' II -3 3'-6 BI-FLD -v • p m Tw 24410 2 oAK 2E O (2)18°LVL i� -- ......_. .,� vh N M m CCNTINUCUS 4x4 z 4t9Q o a 1 p Bp ON � M_FLD STRUCTURAL RIDGE P ARAL BI-SFLD I-FLD cp F PANTRY IDLE 3O U3°x 60 , FIRE in TW 2441 RATED IW-W CATHEDRAL LIVIN O p 2(e � II'-0°GATHEDRALo j i -1 OAK o BEDROOM tt3 'v v v 94 V'Y x 82 I!2° 28 e. Q CARPET 9 UTE w 2868 '= PHONE J UP ----- - n �_ i i ABOVE i TV ABOVE BASE C� TV W O Y LAN 4EI S- J u u N 333/3'x 21' 2, Z J 3 W D 3p •w- _ W W Q iV 1W 24310 O 4-2° a T- x r n Z J so 1/B°x 43 7/e° GARAGE ®P 3 3 0./Q CL CCNCRETE g PITCH TOWARDDDOM p ; {n w O + iF Vx16'O.H.DOOR CONCRETE APRON SHEET SEE SHEET A/i - 9'-O° 4'-3° �3 FOR pRAMNG DETAILS FOR NARROW WALL BRACING 2'-O° V-7° I2'-T 6'-6° 4'-3 2'_10° ZO'-O° 24'-2° 15,-0° JOB: 0829 DRAWN BY, KW 62'-0' DATE, II/14/05 621-0' 22'_0' 40'_0' N V-4° 4'_2° m 1240 GIRDER - Lo I'9ET O0 I GALV. I�ALTPOST I�ANCHOR' - 10'•S 10 TUBE•PIER TiP. w w in DECKeo W 14 g Irk FF� - X 00 .. - I 1 • I ear. p Q W 0 DROP WALL I F R 2'-10° Z I TO 3i s� " I — — — LL --------- —————— --� -- ---- -- alb - i___8 x7-9'CONCRETE WALL ————t""� 2A I iv g W O I REAR WALL ONLY - mIM I I6"x10" CONT. FOOTING 3,_4' i I iW 43 0 DROP WALL I 30 Wa. 7 " *_* M v p m V To SLAB I I o WQ } LOAD Q a `:I l\ J I ® I It to I 6'-2' 6'-2° 9'-S' DR 2p 7'-2° 6'-II° 6'-il° 5'-3° LOAD5_5" 7'_0' I -I r _WALL Z I I � /!1 � � f i/—:I � � �/ �1 �; -I I— 1 I— '� � I o 9i•� /� "m� 't L .J L L_J — r —, 3- EFA 2_, GIRDER B ICONC.P �STU� � I 4 - - -:: COL.TYP. GA9 HEATER � — r ----------- ----- l :-1� o in I DROP 10" 0 DOOR S�l/2•LCONCRETE SLAB • N I o -., ° VAPOR BARRIER I r I 1 6 I I P 8"x7-9' CONCRETE WALL I I . W I : 16'xI0° CONT. FOOTING � I I J V OFFSET TO I 7 — :: n -_ ... J I U I Is,-10' ALIGN WALLS I I 2a o• � ———————— — IL!V n V N 3 I I 4'CONCRETE E I r (�J � o z STEP WALL E: Q J 25'-2' CONCRETE /8" ANCHOR BOLTS g N a' . DROP 12'FROM Ef BEDDE 2 W I I I TOP OF FOUNDATION SPACED 9"O.C. N(Q 8"x3°-9"CONCRETE WALL I 'I 12" Q Z Q I 16"x10'CONT. FOOTING I I WASHERS x3°xi/4' V 'I DROP 10°®DOOR I L i FOUNDATION PLAN ___ —_ _ —— I SCALE: 1/4" I'-O" A J' # 5HEET / \4 2'-10° 2 20'-O° 4'-2" IS'-O° °62'-0 - J08: 0829 DRAWN BY. — DATE, 1 11 14/0B N cm �p N < � ..�i r h^ w 4 v _J h Z y 000 W 0• F- RAISE CEILING JOISTS ALLOW 6-6 DOOR AT TOP OF STAIRS w 0 RIDGE VENT (2)%W LVL STRUCTURAL RIDGE BOARD w ¢ Q S/B°COX PLY.SHEATH O ING .r r.. - ASPHALTNG SHILES \4 = r D ° 12 \d0• • /� C 12 _ W c1 e n .za DORMER 4v - - 2te•II Ii ,C, BLOCKING 4'-0b.C. ° Q 'MATING 451 � IN FIRST TWO RAFTER r S . BAYS FROM GABLE W AN 491 9 ^R ���// Q 59 S/9° ZI° - CATHEDRAL CEILINGS. , MAINTAIN AIR SPACE Y. 3'-O° 14-0'LIVING/DINING ,i 4z4 _ 12'-b PIASTER SUITE PARALP'FI STORAGE RIGID HIND WASH'BARRI ER REQUIRED MW CANT.VENTING DRIP EDGE II'-W BEDROOMS TT AT FXTERIOR EDGE OF EXTERIOR WA W W `x4 FASCIASECOND MEMBER RIDGE 'OVER KITWEN i TOP PLATE _ - Z ALUMINUM GUTTERS AND DOWN SPOUTS - r I 2ze i•16 O.C. WURRI ANEE CL AT ALL - d O FRIEZE BOARD AND MOULDINGS CJ b6 STRAPPING RAFTER RAFTER/TOP PLATE M m I 'IBR STAI f J V2°GYP.BOARD JUNCTIONS TYP. `"W RS rJ M J O. 9�i202 STRINGERS J , I 2z6 EXT.STUDS 124°O.0 �J v LCITC4•IEN R19 F.G.INSULATU I rJ I 1/2°PLYWOOD SHEATHING - TYVEK WRAP(OR EQUAL) I II J IN FRONT WIC.SHINGLAR E EIS SID t REAR i j J S/4-OSB 9UBFlDOR .. . 6'FIBERGLASS INSUL� P.T.2X6 SILL.SILL SEAL ANCHOR AT B9°O.C. 0 16 O.C. - I 3-202 GIRT BR STAIRS S t/2°STEEL COLUI'WS tu 9-2z12 STRINGERS • I ? BASEMENT I e4 T-9°CONC.WALLS3 1/2°CONCRETE SLAB D DAMP PROOF BELOW GRADE I 7 m _ ltJ J 0 ... .... O ry 30'Y^ a Z� V w Lu CROSS SECTION w 1 SCALE I/4' I'-0° 0.IJ LL SHEET A5 JOB, 0829 DRAWN BYE KW ' DATE' 11/14/08 MIN. 3"X 11 1/4"NET HEADER w.•o.....m�..e� em - • M�,^ FASTEN SHEATHING TO HEADER WITH N 8d COMMON NAILS IN 3"GRID r PATTERN AS SHOWN AND 3"O.C.IN SHEATHING FILLER IF NEEDED ��r�r,y////w^'���� ALL FRAMING(STUDS AND SILLS). - _ z YI ISM G _ 1000 LB. HEADER-TO-JACK-STUD TOP PLATE l6d SINKER NAILS IN 2 ROWS®3" STRAP ON BOTH SIDES OF OPENING •11 y i (TYP.)(INSTALL ON BACKSIDE AS CONTINUITY IS p'C,' V SHOWN ON SIDE ELEVATION,REF. REQUIRED PER �( R602.3.2 1000 LB. HEADER-TO-)ACK-STUD ^ - N0. LSTA24) STRAP ON BOTH SIDES OF OPENING N -t r (REF. NO. LSTA24) fi 0 0-4W MIN. (2).Z•'%9"(TYPE) BRACED WALL SEGMENT PER ' Z R602.10.5 W •!`yT](' Im Q O IF PANEL SPLICE IS NEEDED 21 - R.� 5NALL OCCUR WITHIN 24"OF C�/� • MIO-HEIGHT. BLOCKING IS NOT Q vI A f. l0_ NO.OF JACK STUDS PER TABLE `•r a502.5(1b2) W 3/8 MIN. THICKNESS WOOD MIN.WIDTX BASED ON 6:1 4 = ' STRUCTU0.Al PANEL SHEATHING - Z HEIGHT-TO-WIOTH RATIO: FOR — M AM ��M(� O EXPLE: 16"MIN. FOR 8'HEIGHT W m a MIN. 2"X2"X3/16"PLATE - WASHER BOLT PE R OUTSIDE ELEVATION ANCHOR 6(TYPE).) SIDE ELEVATION FOUNDATION PER CODE(Tv.) IMPORTANT CODE REQUIREMENT: ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD O0.OSB EXTERIOR WAILS, PER IRC 1602.10.5. LLI APA DETAIL OF'NARROW WALL BRACING METHOD WITHOUT'HOLD.,DOWNS V J 1 (DETAIL 1 OF 3) Z V 3 Q UJ QJOQ i1LQ-! NZQ Q R az� a :3 Lu - �3.�p roils TutE a601.3(U m Join rn �Q`' ruxt wL[ V/r _ IL(LU OUTSIDE ELEVATION ..xa Tma SIDE ELEVATIO r IMPORTANT CODE REQUIREMENT: /� an ose Lxreud wu(5,P.i n �> .wm r Mwm / )1 APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-.—S L (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) SHEEETT� ran aauuxa o+m R.wo 3vxsT A*/ JOB. 0829 DRAWN BY- KW DATE. II/14/OB Foundation Certificatibn' in Barnstable MA Prepared For : Lot 74: Pheasant Hill Circle Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F I.R.M. Map Zone: C _ _ Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone (506) 771-7502 Fax — (508)-771-7622 Owner: . Cotuit Equitable Housing, LLC Job Number! 2005-214 Sdale ` 1" = 20' 12-11-08 T HILL CI�RCL� F'HEAS'AN . S 63-37-13" W 920 LOT 74 t 14,488f S.F. , Z °°. 0.33± ACRES • dry _ - r0 NAIL IN 12 OAK. —{ ` 1.5" ABOVE GRADE ELEV.=73.24 r� 22.1' o I W oO N 36.6 50 M S 76'4y1q,}„ f e Q ' b LOT 73 ry I CERTIFY THAT TO' THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SFIOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE A B SETBACK REQUIREMENTS,. ZBA APPEAL. #2005=082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. �' JOH THIS PLAN IS NOT 'TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH .PROPERTY LINES. 29874 �Cr ERt� REGISTERED PROVE ONAL LA SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 0:\2OOS\200Fi-714\OIVil\OF,�IGN\200.5-714PR1 OTS.dwg; 17j 11 j700R 3:39:44 PM, 1:1, MTM Foundat ion CeIrtification' . in rnslabfe * MA Prepared For : Lot 74: Pheasant Hill Circle Assessor's Map: 002 Lot: 02 Baxter- Nye Engineering & Surveying Community Panel Number 025551 0021 D. g Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-7711-7622 Owner: Cotuit Equitable Housing, LLC Job Numbest 2005-214 Scale 1" = 20' 12-11-08 ` o PHEA.JA NT HILL CIRCLE `S g3.37"131, W 92•2 # LOT 74 00 14,485± S.F. 0.33± ACRES Z bry " ►� NAIL IN 12w OAK, 1.5" ABOVE GRADE �! ELEV.m73.24 22•► W I Q OPT�ti Se �OJOe'� r to N �36.6 50� ' ib � N 3 S 78'47.44»`E ^ �o e4i LOT 73 to I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING -DISTRICT SIDELINE AND SETBACK REQUIREMENTS,. ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO, THE MONUMENTS SHOWN ♦ of AND IS NOT LOCATED WITHIN A SPECIAL.FLOOD HAZARD AREA. jW G THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO .BE USED TO ESTABLISH PROPERTY LINES. REGISTERED PROF SIGNAL ND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING . DATE 0:\,70d,5\700.5-214\('.IVII\r)FSIGN\2005-214PRIOTS.dwq, 12j11j2008 :5:39:'44 PM, 1:1, MTM - GENERAL NOTES: 1. LOCUS PROPERFY LS SHOWN AS: ASSESSOWS MAP 002 - PARCEL 02 2 SETBACKS: FRONT a 20' SIDE/REAR = 10' 3 UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. t COMMJMTY PANEL NI AM 025551 0021 0 THE ROOD MROM RATE MAP DUM THIS AREA AS ZONE Cr AREA OF WO AI. FLOODING. 5. ENVIRONMENTAL ME& SITE LS NOT WITHIN AN A.CEC (AREA OF CRITICAL. Eli WI MENTAL CONCERN). 00 ; �- SITE LS NOT WARM AN AREA OF ESTIMATED HAKAT OF RARE o ; C SEWER ; 7 4.....- WILDLIFE PER NHIV MAP OCTOBER 1, 2006 '�'STIMATED z SERVICE Mv. :.:.�- „"�..c-------- HAWA1S OF RARE WEDUFE' FOR USE WITH 1HE MA WETLANDS dowwo z M�63.39 ---- _ PROIECRON ACT RE�J 706 310 CMR 10).' SITE DOES NOT CONTA N A CERTIFIED VERNAL. POOL PER NHfESP t• SMH— - MAP OCRW 1, 2006 TERM VERNAL POOLS.' SITE I.S NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCIOBER i S 1, 2006 PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES HILL C CLE s s UNDER THE MASSACHUSETIS ENU AKERED SPECIES ACT, REGlAAT10NS (321 CMR10) S \ �— SITE 6 WITHIN-A STAN APPROVED ZONE I GROUND WATER RECHARGE PROTECTION AREA HEASANT - W W ` ` LOT 74 CONSTRUCTION NOTES: G � �• � �• � 14,488E S.F. i. ALL GENERAL. CONSTRUCTION NOTES ON SWEET " FROM 1'F� c %%* G 0.33E ACRES SUBDIVISION CONSTRUCTION PLANS FOR COTUIr MEADOWS, DATED y a, cn _ .- -_____ - 6/25/07, SHALL-HEREBY APPLY TO THIS.SITE PLMI. $ � --- ----- 2. ALL GRADING, DRAIrV M AND UMN NOTES ON SHEET C-5 FROM THE SUBDNISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 70 DATED 6/25/07. SHALL HELM APPLY TO THIS SITE PLAN. c6 x+• 3 SEWER BUILIM CONNECTIONS:- - IV. COVER SHALL BE 3 FT. LOT 75 - SET CLEMOUIS AND MAMTAM GLEMANCE FROM OTHER UTRI S 3 _ 8 �•� �, .75� AS REOUR D BY BARNSMIKE DPW. 00 co — 7t LOT 58 .5x �- —_ o CLEAN ` T1.75 0 3 OUT $ l 70 S INV.—.13 24• 6• 6;mw L�i►a Ic COtuit Meadows Subdivision ' A _ „�`� W/ 1 STONE i 0 ; ' �► ` • Cotult•Barnstabiey Massachusetts CONNECT ALL DOWNSPOMS irmALM - ---- _ BASIN PFB%W FOR 9 - - ---- --------- COTUIT EQUITABLE HOUSING9 LLC I P. O. Box a x6a67 Centerville, IYIA 02632 x65.5 5.5 -- ------------ -='— V Amz__ •5----- - - - Site Plan x65.7564 x 6 Lot 74 Pheasant Hill Circle 14T . x65.75 x65.75 • "� � LOT 73 _ BARTER NYE ENGINEERING & SURVEYING ------ �„• Registered Professional. 1 Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 (Sy ' � ofPhone-(SOS)771-7502 Faa-(508)771-7622 """W. No. 20 0 - 20 60 � �sYEa SCALE IN FEET �Bs 0NAL E� SCALE 1" = 20' ` DATE 11-24-08 REV. DATE REMARKS 0: 2005 2005-214 CML DESIGN 2005-214PBL0TS.dw 2005-214