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0070 SCHOONER LANE
70 s I 9 I it "CHOONER LANE N 12'43'16"E Lot 21 1102.61' N Area=10,000f Sq. Ft. Or 0.23f Acres 16.9' cn . v Cl) CONCRETE J (o FOUNDATION j a,l TOP FNDN. ao 1 ELEV. = 66.7' m m Ll7- v N r I N13'27'29"E 102.62' DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 70 SCHOONER LANE HVANNIS, MA SCALE : 1" = 20' DATE : DECEMBER 17, 2007 REFERENCE : ASSESSOR'S MAP 273 PARCEL 204-012 PREPARED FOR: LOT 21 PB 610 PG 95&96 BAYBERRY BUILDING NG I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. DANIEL yG ` A zh oe 508-W2-4W rm e C7JALA oe - No.40980 w down cope engineering, inc. C/WL ENGINEERS r�N 1 LAND SURVEYORS 939 Moln Street — YARMOWHPORT, MASS DATE REG. D S URV OR ra�G 1 Ul 1 Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property line.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds , Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. i 'MIN.LOT AREA MIN.LOT MIN.LOT URMdI TM YARD MA}{ SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT. �1 BLDG. FT. IN FT. HEIGHT IN FT. . FRONT SIDE REAR 10,000 56;20'for a lot 65(l). •15t'1 100) 200 30* an the radius of a cul de sac *Or.two and one-half(2-1/2)stories whichever is lesser. ' (1)The Planning Board may grant a waiver to the Lot Width requir4ment to individual lots located on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper alignment of the home to the'street. (2)Accessory Swu==that requires a building permit shall be required to conform to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of tWcnty(20)feet. - - (4)71he Planning Board may require a planted buffer area within any required rear or side yard setback area. ' F) Parking: A minimum of two (2) on-site parking spaces per dwelling unit shall be provided. A one car garage shall count as one parking space. A two car garage shall count as two parking spaces. G) Phasing: The applicant, as part of the application for subdivision approval,may propose'a phasing plan identifying the number of building permits requested to be issued in each year ofthe phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii) herein and allow for the allocation to the applicant of the number of building permits proposed in the phasing plan or any different number that the Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than V4 of each year's allocation under Section-4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building.permit allocations under S ectiori 4.9 (5)(a)-(b). There shall be no extension of a- Building Permit granted under aphasing plan and any unusedired• and/or exp permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H)..Visifability: The Planning Board may require that some or all of the dwelling units provide access for visitors'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least20% of the dwelling units shall be Affordable Units, subject to the following conditions: A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition. The Deed Rider shall be structured to survive any and all foreclosures. i ')MA-1 1 AVill a s rl)evel nnrev 1 1 1 804final �I' �°�� Town of Barnstable Building p De artment - 200 Main Street B"NST"LE, Hyannis, MA 02601 9 MASS $ se3� . (5081862-4038 RFD�A Certificate of Occupancy Application Number: 200905578 CO Number: 20100060 Parcel 10: 273204012 CO Issue Date: 04/30110 Location: 70 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 4130 10 Buil in! epartment Signature Date Signed r ti �E TOWN OF RkkNSTABLE . .!-But!- g Application Ref: ,. , 700905578 * BA STABLE, Issue Date: 12/08/09 r Re" rmit 9 MASS. $prFG 39. Al Applicant: MORIN,JACQUES N. ti - Permit Number.:'.B 20092393 Proposed Use: DEVELOPABLE LAND p Expiration Date: 06/07/10 Location 70 SCHOONER LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel` 273204012 Permit Fee$ 688.50 Contractor MORIN,JACQUES N. i Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 1. CONSTRUCT A 3 BEDROOM SINGLE FAMILY DWELLING THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner.on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL r Address: 1597 FALMOUTH RD INSPECTION tIAS BEEN ADE. CENTERVILLE,MA 02632 rb Application Entered by: PR 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 PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE.APPROVED BY THE 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 THEAPPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS,REQUIRED FOR ALL CONTSTRUCTION WORK: w 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 GUARANT,4UND(asset forth in MGL c.142A). ® BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS',+ 'ELECTRICAL INSPECTION APPROVALS 1 4726� —1 0'7 /t7 3 1 Heating Inspection Approvals Engineering Dept Fire Dept `, 2 Board gf Heal h / :��, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0� 41% �'�.-Applicatioh # Map- Parcel' Health Division eI q Z al- 'Date Issue,d Conservation fi 7' `Appl' i6h Fee ivision Application Planning'Dept. �Perrhit Fe6�. (9 Date Definitive.Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address Sc L' o 6 P. (a,k__k. Village /,5-9 7 Owner Telephone Permit Request _ 4n c'c"� 4-roc-f- Square feet: 1 st floor: existing proposed /QYr5nd floor: existing proposed Total new Flood Firlain C)' Qs "o-q 11 Groundwater.Overlay -(_Y P Zoning District� Project Valuation 135 00 Construction Type Lot Size N 000 t- Grandfathered: JYes )(No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family D Multi-Family (# units) Age of Existing Structure 0A Historic House: Ll Yes d"No On Old King's Highway: Q Yes 2OKo Basement Type: 4<11 D Crawl LJ Walkout LJ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new a. Half: existing —new Number of Bedrooms: existing 13 new Total Room Count (not including baths): existing \new First Floor Room Count 15 Heat Type and Fuel: 215as LJ Oil Q Electric LJ Other Central Air: 2(Yes U No Fireplaces: Existing New Existing wood/coo stove: �aYes4llqo 3 Detached garage: LJ existing LJ new size—Pool: LJ existing LJ new size Barn: Ll existing LJ ngw 4-e C) Attached garage: LJ existing La(new size —Shed: a existing Ll new size Other: i q CO F-&� Rear4efAppe �-Atitherizntlem a Recorded , E " �-- .5 , Commercial D Yes M<o Q0P_ Current Use ICLAU4,- Proposed Use �--ruolq_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name7l�—0,LL-4 L. 0� CP, Z) Telephone Number LAddress License # S 0 Home Improvement Contractor# Worker's Compensation # WOC_ 61, .b I D ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE It `J FOR OFFICIAL USE ONLY . '!�.APPLICATION# i DATE ISSUED *` MAP/PARCEL NO. f ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME � INSULATION k FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ FINAL BUILDING Z910 y 30 DATE CLOSED OUT ASSOCIATION PLAN NO. k ' ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETA T D RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 2 Site.Address: 7(j Sc_�0„,Q print Town: Applicant Phone: Sd O Z Z ct— Applicant Signature: Date of Application: I fact Ap EW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option l: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: 4 REScheck Version 4.1'.2 or later variant software analysis must be completed (780`CMR�61'07:3 2 REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ . ADDITIONS .ORALTERATIONS TO EXISTING BUILDINGS.OVER:.5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF o 100 x — _ /o of glazing (b) Glazing area equals SF b a If glazing is < 40% use the chart below. If glazing is> 40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) [TOWN01 Bill Inquiry,,- MUNIS OF BARNSTABLE] My File Edit Tools Help i -YearlType/Bill No. - - -- - ....... - - - - _. Customer account information- -- 777771 .�.. w _. 294107, Htstor 2009 RE-R 19536 y �. _. . IJ MORIN,JACQUES N TR Detail j - Property information 1597 FALMOUTH RD Orig Bill Parcel ID 273-204.012 CENTERVILLE,MA 02632 _ Alt Parc Effective Date Prop Loc 70 SCHOONER LANE Lien/Sale POT G3 Special Conditions/N otes ScanBill �.�,�_. ..�:�._-�.-. .�..T_,.,__._---•— Quick Entry Int Dt Billed Abt/Adj Pmt/Crd Interest Unpaid bal 08l02I08 297.42 00 00 53 50 350.92 Utility Acct 11/04l08 I 297.0 00 DO 42.78 r 34018 Customer 02I03I09 313.13 � �00 00 3411 347 24 _ 95/02l09 _ .._31312 .� 0 _..00: .__.~ . 23.,5.54 .,. 33667. Name r .. Fees/Pen 00 5.00 00 OOI 5.00 y..� _ Parcel Totals 1,221 07 � 5.0000 153 94 1,380.01 Prop Code � .�..,,_,...�_,...,._. m� ,�,,..,.• i _ Notes/Alerts Due 11/13/2009 1 380.01 Billing Dates Per Diem 46 ` JAN 1 Owner: MORIN,JACQUES N TR Bill Audit IntPaid _. 00, Reprint F _ .. _ ... [ �Vtew prror unpaid bill:_: Preferences Diagnostics r - 1 of 1 i Display transaction history for the current bill The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations kip 600 Washington Street Boston,MA 02111 www-mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers 621alicant Information Please Print Leldbiv Name (Business/Organization/individual): Address: 9 r) Qa�m%,k City/State/Zip: (Inqtltl,t�-Y_ea- W&UPhone #: 16 Are}Qu an employer?Check t,a appropriate box; Type of project(required): I.KI ain a employer with 4. ❑ I am a general contractor and I 6 employees(full and/or part-time).* have hired the sub-contraetort �em Remodeling construction 2.® I am a sole proprietor or partner- listed on the attached sheet. * � ❑Reoeling ship and have no employees . "These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers'comp.insurance. 9. Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 0 ❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' camp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required_]T employees. [No workers' l3.❑ Other comp.insurance required.) *Any applicant that checks box#1 torts[also till out the secLiion below showing their workers'compensation policy information. t HOmeawnets who submit this affidavit indicating they un;doing Jill work and then hire outside conuwtory must submit a new affidavit indicating such. ;Conttuctors that check this box must attached an additional sheet showing the name of the sub-t*ntrpetors and their workers'comp.policy iufoctnation, lam an employer that is pr0v' ' g workers'compensation insurance for my employees Below is the policy and job site Information. Insurance Company Name: Policy#or Self-ins.Lie. .500 y 9//O/ o2010 Expiration Date: 02 4 IO Job Site Address: !L i City/State/Zip: Q/6t iylu�: a 6c 1 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$250.00rv4y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the IA for insurance coverage verification. d do hereby certi n er the pales and pens pe`jury that the information provided above Is true and correct. Si_nature: Date: Phone#: Official use only. Do not write in this_area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one); 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#; TAA 1�1 \i•T•1TV\TT .T/�T I Tn . �t.nm �•.v.�..r•.. ---- - -- - NOT ALL SYMBOLS ASSESSOR'S MAP 273 PARCEL 204-012 LEGEND ARE UTILIZED. ZONING SUMMARY pO SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' as WATER GATE VALVE � MIN. LOT WIDTH - I --- —; O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE 15, S S — E S (40'W )S —[55] PROPOSED CONTOUR MIN. REAR SSETBAACK CK 15' 4 SCI-10®ICE -AN --- __ — slcN ZONING DISTRICT: PI - AHD W W ✓W i TM1 MIN. LOT SIZE 10,000 S.F. _N 12'43'16"E 102.61 $ TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) Cl) I I 0 MIN. LOT WIDTH 65'CLEANOUT Nm MIN. FRONT SETBACK 15' O° EXISTING CONTOUR MIN. SIDE SETBACK 10' j MIN. REAR SETBACK 20' INV. 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE [66] 61.7 GROUNDWATER PROTECTION OVERLAY & AP 1 '— � APPROX. TREE LINE DISTRICT 24.9' 66.3I I i i 15.7 J +50.12 EXIST. SPOT GRADE FLOOD ZONE: C uj TOP FND 66.8 y (FEMA FIRM PANEL# 250001 0005C) 9-19-85 J C7 rn � PROPOSED v a • PROPOSED LEACHING PR REFERENCE: C HOUSE 9D - ,� 6'X14' EFF. DIA. PITS �;1 rri ^;=; PB 610 PG 95&96 P , m S SEWER LINE RESIDENT AL SITE PLAN DECK W WATER LINE L 21 G __-- GAS LINE VCC PREPARED FOR: I_ U.G. ELECTRIC _ �o ANTIQUE STYE POST LIGHT BAYBERRY BUILDING Area 10 0 Ot S/�. Ft. `� N r LOCATION : LOT 21#70 SCHOONER LANE 0.23t Acres _ SCALE 1" = 20' DATE 12-21-07 N13'27'29"E REVISED: 1 1-9-09 102.62' SHEET 1 OF 2 �y,,14F'prR9 ` DANIELA oft 508-162-4541 OJALA � q3. DANIEL \. - lat,A8 362-9880 CIVIL '•"' A. � �No465D2 down cape engineering, Inc. g ur � 'c e c OARQ A' 'F�>>F^- CIVIL ENGINEERS SCOIA:1"=20' f f tin y'/E %[A IV LAND SURVEYORS R DANIEL A. OJALA P.L. !►PiE 4WDATE 939 Main Street — YARMOUTNPORT, MASS. - D 10 20 30 40 50 FEET - JOB 03-123 03-123 ROF D G (DAOIJ GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE / GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR IN MULCH / ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. - FINSHED GROUND SURFACE HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS Z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6"TO 4' REDUCER a BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 8"X6"WYE INTO MAIN - 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA b r '. 4. CONTRACTOR TO VERIFY ELEVATIONS Of VACUUM SLABS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. m 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON.SITE. 6"SDR35 PVC /I 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB J SEE TRENCH AT LOT LINE (TYP.) 9. SEWER PIPING $"05DR35 MAIN SET AT 0.005 FT/FT PVC LD WYES AND 6" STUBS WITH 2% TO DETAIL 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6"TO 4" REDUCERS AND 4' SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLEO OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT& RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: - 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. �)� 1 . FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. ItESIDEN'I'IAI., SITE PLAN18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18'MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING RATED FEMALE ADAPTOR & 4"THREADED PLUG VALVE BOX TO LOCATION LOT 21 #70 SCHOONER LANE GRADE AT EA. END. SLEEVE TO ALLOW MOVEMENT POURED CONCRETE DONUT SCALE 1' = 20' DATE : 12-21-07 1.5 CU.FT.t - REVISED: 11-9-07 SHEET 2 OF 2 g1�lYl 4.0"OSCH40 PVC �' OANIELA. ff 5oa-362-4541 d CIJALA fax SOB 362-9880 CIVIL 4"PVC AT 2% MIN. SERVICES No.46502 down cape engineering, inc. CLEANOUTDETAIL , LR =- , q , CIVIL ENGINEERS 'r VAL' LAND SUR✓EYORS H-20 FOR USE IN PAVED AREAS DANIEL A OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS JO # 03-123 03- 3 ROF. G AO NOTICE NOTICE TO TO EMPLOYEES EMPLOYEES t The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required b Massachusetts General Law Chapter 152 Sections 21 22 & 30 this will give you q Y P g , notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED EMPLOYERS INSURANCE COMPANY NAME OF INSURANCE COMPANY 54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803-0970 ADDRESS OF INSURANCE COMPANY WCC 5004911012009 02/02/2009 - 02/02/2010 POLICY NUMBER EF EF CTIVEyDATES Miller McCartin 973 lyannough Road dba Dowling & O'Neil Ins Agcy Hyannis, MA 02601 (508) 775-1620 NAME OF INSURANCE AGENT ADDRESS PHONE Bayberry Building Co, Inc. 1597 Falmouth Road, Suite 4 Centerville, MA 02632 EMPLOYER ADDRESS 01/27/2009 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER Y r Town of Barn-stab-le do Regulatory Services 4 vuRx erg; Thomas F_Geiler,Director FoA Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6231 Property Owner Must Complete and Sign This Section If Using ABuilder I, g Y " ov?- ,L , as Owner of the subject.property . hereby authorize - to act on my behalf, in all matters relative to work authorized by this building permit application for. �� 5-kA (Address of rob L - igna e of Owner Date Print Name If PT Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. 11/17/2009 09:41 5088889609 MAP INSULATION PAGE 06/09 REScheck Software Version 4.2.2 Compliance Certificate Project Title: BAYBERRY BUILDERS Not Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.orientation unspecified Conditioned Floor Area; 1296 ft2 Glazing Area Penoentage: 13% Heating Degree Days; 6137 Climate Zone: 5 Construction Site: 6wner/Agent; Designer/Contractor: LOT21 SCHOONER M.A.P.INSULATION BARNSTABLE,MA Passes on UA Compliance:0.3%Better Than Code Maximum UA:212 Your UA:212 Gross Cavity cont. Glazing UA Assembly Area or R-Value R4aluc or Door Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1350 38.0 0.0 41 Wall 1:Wood Frame,16"o.c. 1200 16.0 0.0 79 Orientation:Unspecified Window 1:Wood Frame;Double Pane with Low-E 128 0.300 38 SHGC:0.30 Orientation:Unspecified Door 1:Glass 26 0.300 8 SHGC;0,30 Orientation:Unspecified Door 2:Solid 21 0.520 11 Orientation:Unspecified Floor 1:All-Wood JoisUTruss:Over Unconditioned Space 1350 38.0 0.0 35 Compliance Statement. The proposed building design described here is Consistent with the building plans,specifications,and other calculations submitted with the permit applicallon.The proposed building has been designed to meet the 20061ECC requirements in RESctleck Version 4.2.2 and to comply with the mandatory requirements listed In the RESchwk Inspection Checklist. Name-Title Signature Date Project Tit16:BAYBERRY BUILDERS r�MReport date; 11/17/09 Data filename:Untitled.rck ' Page 1 of 3 11/17/2009 09: 41 5088889609 MAP INSULATION PAGE 05/09 2006 IECC Energy AIJI", Efficiency Certificate Insulation Rating R-Value Calling/Roof 38.00 Wall 15.00 Flom/Foundation 38,00 Ductwork(urwondltloned BpeCes): Glass& Door - Wfndow 0.30 0.30 Door Heating&Cooling Equipment Efficiency Water Beater: Name: Data: Commentks: 11f1712009 09:41 5088889609 MAP INSULATION PAGE 07/09 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R38.0 cavity insulation Comments., Above-Grade Walls: G Wall 1:Wood Frame,16"o.c R-15.0 Cavity insulation Comments: Windows: ❑Window 1:Wood Frame.Double Pans with Law-E,U-factor:0.300 For windows without labeled U-factors,describe features: #fines Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: ❑ Door 2:Solid,U-factor:0.520 Comments: This door Is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:0ver Unconditioned Space,R-38.0 cavity insulation Co mment5: Floor insulation is irstalled In permanent contact with the underside of the subfioor decking. Air Leakage: Joints,penetrations,and all other such openings In the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type iC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: $$Unrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight V-factor of 0.76.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder Is installed on the warn-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided_ Comments; Materials Identification and Installation; ❑ 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. ❑ Insulation R-valuas and glazing U-factors are dearly maruad on the building plans or specifications. ❑ insulation is installed according to manufacturer's Instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: BAYBERRY BUILDERS Report date: 11117/09 Data filename: Untitled.rck Page 2 of 3 11/17/2009 09:41 5088889609 MAP INSULATION PAGE 08/09 Ducts in unconditioned spaces or outside the building are Insulated to at least R-8. Ducts in boor trusses above unconditioned spaces or above the outdoors are insulated to at least R-8. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet rnstal fittings are sealed and mechanically fastened. I] All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL,161A or UL 181 B_ [� Building framing cavities are not used as supply duct. (3 Automatic or gravity dampers are installed on all outdoor air Intakes and exhausts. El Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the intemaponal Mechanical Code. Temperalure Controls: 0 Thermostats exist for each separate HVAC system.A manual or automatic meads to partially restrict or shut off the heating and/or Cooling input to each zone or floor is provided. Certificate- (] A permanent certificate Is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of speoe-conditioning and crater heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:BAYBERRY BUILDERS T. Report date: 11/17109 Data filename: Untitled.rck Page 3 of 3 11/17/2009 09:411 5088889609 MAP INSULATION PAGE 09/09 2006 IECC Energy Efficiency Certificate i Insulation Rating R-Vakle Celling/Roof 30.00 Wall 15.00 Floor/Foundation MAO Ductwork(unconditloned spaces): Door Rating LI-Factor SHGC Window 0130 0.30 Door 0.30 0.30 CoolingHeating& Water Heater: Name: Date: Comments: . :7//� lo��z�rzaraufeczCC� ,1 � � , 5 F Board of Building Regulations and Standards 5k 't Construction Supervisor License License: CS 57770 Expiration :2/16/2010 Tr# 16020 s � *k Restriction 1G,' JACQUES N MORIN 1597 FALMOUTH RD::#4' CENTERVILLE,MA 02632A Commissioner Affidavit of Substantial Financial Interest I, C� b of /$�! 7 rr...&OA lC , on oath depose anO state as follows: 1. 1 am an applicant for a building permit for the pro erty located at Map 01-� , Parcel o —0 l . The address of the property is 70 a!6oneZ- GQm cL 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is 1 0 the following individuals or entities have had a 1% or greater legal or eq itable interest in the real.property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address CA-C C� 4. Within the last twelve months, from today's date, which is l dO'T 0 , I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: / n Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted U building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 6 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received y building permits for property in which I have a_ 1% legal or equitable interest. Signed under the pains and penalties of perjury, this Iday'of 200? 9 2001-0050/affin 1 ® 04/30/2010 00:09 5088889609 MAP INSULATION PAGE 01/03 REScheck Software Version 4.2.2 Co rnpliance Certificate Project Title: BAYBERRY BUILDERS A/," Energy Code: 20061ECC Location: Barnstable, Massachusetts Construction Type: Single Family Conditioned Floor Area; 1296112 Glazing Area Percentage: 1396 Heating Degree Days: 6137 Climate Zone: g Construction Site: Owner/Agent: Designer/Contractor, LOT 21 SCHOONER VILLAGE BARNSTABLE,MA M.A.P.INSULATION CO.INC. Compliance:1.2%Better Than Coda Maximum VA:212 Your UA:210 k , Coiling 1;Flat Ceiling or Scissor Truss 1350 30.0 0.0 47 Wall 1:Wood Frame, 16"o_c. 1200 19.0 0.0 61 Window 1:Wood Frame-Double Pane with Low-E 128 0.300 38 SHGC:0.30 Door 1:Glass 28 0.300 g SHGC.0.30 Door 2:Solid 21 0.520 11 Floor 1:Alt-Wood JOISVTruss.Over Unconditioned Space 1350 30.0 0.0 45 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 2006 IECC requirements In RESchack Version 4.2.2 and to comply with the mandatory requirements listed in the REScha. ck Inspection Checklist Name-Title Signature Date Project Title: BAYBERRY BUILDERS Report date: 12/18/09 Data filename: UntlOed.rck Page 1 of 3 04/30/2010 00:09 5088889609 MAP INSULATION PAGE 02/03 REScheck Software Version 4.2.2 NorInspection. Checklist Ceilings: ❑ Ceiling 1'Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments' Above-Grade Walls: 0 Well 1:WOW Frame,16"0,0.,R-19.0 cavity insulation Comments: Windows: 1] Window 1:Wood FramO:Double Pane with Low-E,U-factor;0.300 For windows without labeled U-factors,describe features; #Panes Frame Type Thermal Break? Yes No Comments' Note:Up to 15 30,of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements; Doors: ❑ Door 1.Glass,U-factor:0.300 Comments: Door 2:Solid,U-factor:0.520 Comments: This door is exempt from the U-factor requirement. Floors: 13 Floor 1'All-Wood JoistrTruss:Over Unconditioned Space,R-30.0 cavity Insulation Comments' Floor insulation is installed in permanent contact with the underside of the subfloor decking.. Air Leakage: Joints,penetrations,and.all other such openings in the building envelope that are sources of air leakage are sealed. L] Recessed lights are either 1)Type IC ratted with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed Inside an alr-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder Is installed on the warm-In-winter side of all non-vented framed ceilings,walls,and floors;or It has been determined that moisture or it's freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materiels and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided, 0 Insulation R-values and glazing U-factors am dearly marked on the building plans or specifications, 13 Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation; Project Title:BAYBERRY BUILDERS Report date: 12/18/09 Data filename:Untitled.rek page 2 of 3 04/30/2010 00:09 5088889609 MAP INSULATION. PAGE 03/03 Q Ducts in unconditioned spaces or outside the building are Insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are Insulated to at least R-6. Duct Construction: [� Air handlers,fitter boxes,and duct connections to flanges of air disbibution System equipment or sheet metal fittings ere sealed and mechanically fastened. All Joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 1818. [] Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspectio Mechanical Code. n for compliance with the International Temperature Controls: ❑ Thermostats exist for each Separate HVAC System.A manual or automatic means to partially restrict or shut off the healing and/or Cooling input to each zone or floor is provided. Certificate: ❑ A permanent certificate is provided on or In the electrical distribution panel listing the predominant insulation R-values:window U-faCtors:type and efficleney of space-conditioning and water heating equipment NOTES TO FIELD:(Building Department Use Only) ------------- Project Title:BAYBERRY BUILDERS Data filename: Untitled.rck Report date: 12/18/09 Page 3 of 3 Cr - CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE BPwa.T RooFlN sI A. IxB/Ik NPRL A. BRDe._III P.Ix9 BDPPIT 'BPHALT ROOFIN B FREIZE/BED MLDG. P. IX BRDB.AKE R... ® ® ® ® ®� �� ❑❑❑❑ P.IXB/1X6 V]X691DING IFJI� ❑❑❑❑❑ NR.BRDB. ����YYYY TYP.%O ER BL /D BHINGLE9 - SMOKE DETECTORS REVIEWED FRONT ELEVATION '.IXB/IX 3.BRDB. REAR ELEVATION B RNSTABLE BUILDING DEPT. DATE BPHALT-11 FIRE, E - iTMENT ATE ' I]'XI BOTH SIGA/A1 R S ARE REQUIRED fQR PE40ITTING ]44Dw]BB6 ]44DH]B4B-] M/B4iw ]44DH]936 •-----' -� DRYWALL /L BwINGLE -1 ^ d'-QK" 4'�b` 3- a WALLS.CEILING. KITCHE V V9 4 ...................... 3'I" x C G4RAGE _ .. NR.BRDB. ....... fl .............'•INMG............ 4. Q IB BEDROOM•I AT w P. O LEFT ELEVATION ° Em �N�.e� Q 9 1 LIVING ry BPHALT ROOF m 'v pl ................... 9 O Q Dm ..................... n P. MB/1X3 BEDROOM OOM•3 ]44Dw]B46-9 Q �� AKE BRDB. R � ]44DN1846-] ]44DH]B46] /D 6wINGLE P. IO'-0' NR.BRDB. RIG1-IT ELEVATION FLOOR PLAN BAYBERRY BUILDING CO. o VINEYARD RANCH PATE REVISION PRAWN BY PAGE BG�LE I o) II-09-09 • JIB •�GF� JB .t7�s/gns � reae�.u.sssd v ................I.: LATERAL UPLIFT .......................................... ........................................................................................................................... 7" ................. ................... ..........................T.....Trr............ .................................. �6 PT PLATE HEA .................. 1P... A ANGLE 11'. HEADER ABOVE. b ITIF FOUNDATIONI WALL . ................ ANGLE 1;i" flillin Ili • II: lil o Loll- t V.. ... .......... ........j: .................. ................................... 1 TYP. ANCHOR BOLT SPACING ..... ... .......... ................................................... ......................................................... ............................... .............. FOUNDATION PLAN T Y:.�,0'D A'. C.FILLED WE. --OW GRACE. HANGERS-STOM CAP TYP.RIM CUSTOM RAIL r • TYP.2Xb PT BILL • �TYP.RIM - - - - - - - - - - --- - - BIDING o, I, B`,I-U6TBR6 TYP.HANGERS 4'MAX.CLEAR I SPACE BETWEEN mo'.•16, ICE I WATER BEHIND NAILER ALUM WVFL EWING TOP OF NAILER F NAILING STRIP i, CUSTOM TOP RAIL }2—PT SEAM THROUGH BOLT TO EACH POS WITH TWO"A"CIA",BILTS, GIRDER,BELOW TYP.BLOCKING O.C. Ix TRIM sRD. 11 111 111 III IrIII 111 II III III nl II III III III III III el III 11 II 11 II II II 11 I. I. . I. II . 5T HANGERS POET ANCHOR PT NAILER BOLTED _4-LAG WILTS 24-O.C. .. .... .. .. ...... ...1 —o" R,o.c. . . . . . . . . . . . . ........................... . . . . . .... . . GIRDER BELOW III 1. ...1111 III III III I m t 1 J1: 1 -1 PIAM.CONIC,FILLED . PT 1TUBE41"7 GRADE, � 3-X-PT FLOOR FRAMING PLAN EXTERIOR DECK 'AILS gI BAYBERRY BUILDING CO. VINEYARD RANCH :a,_, KCAL JB 11.2-CFIV4°-I-0" ® EXTEND HEAD TO KING STUD ® S. ❑❑❑❑❑ + II II + ❑❑9❑❑❑ TOP PLATE TO 1- ER H�III TO HEAD WITH NAIL BGHEDUL Bd COMMON �,1': NAILS AT Y O.L. AT S°O.G. SHEAR SHEAR SHEAR IN SHEAR SHEAR SHEAR SHEAR WALL WALL 24'-0° WALL ALL WALL 36'-0° WALL WALL WALL ]5/0'ANLHOR BOLTS WITH rWALL LENGTH•Zq_--, rWALL LENGTW 5e• ----, 3'X5°PLATE WASHERS T H ATHING• •- IR1LL NEIGH 0 E -AA_A_I -ACTT HEIGHT SHEATHING•-J2'_3:I SHEAR WALL AGTIIAL SHE.ITHING•�iX ACTUAL BNEATHING�•LR lMln.Requlred��Al j j rnm Req�,I,ma�+� I FRONT ELEVATION W"EAR RATIO•J.QQ RATIO•�.00 EDGE NAILING•-kLO.C, I IEDGE NAILING .G. •FIELD NAILING•JLO.C. •FIELD NAILING•�O.C. •Bv�Av .0••�tr••.•Av ••BVM1•OVM1•Or•�0 • 90'-0�' rWALL LENGTH• 90, , GARAGE OPENING DETAILS IF LL HEIGHi SHEOTHING•'L I SHEAR WALL - _ •ACTUAL SHEATHING•�n !RATO..�'"dam" I LEFT ELEVATION LE—NAILING•1 O.C. FIELD NAILING•JI_O.L. SHEAR WA rWALL LENGTH. n' ? SHEAR WALL n-0„ SHEAR WALL SHEAR WALL e]'-0° 9HEAR WALL SHEAR WALL WLL HEIGHT SHEATHING--M3'I r.�.7.=—.—., ACM'Ir�R qulrad�'7 41 R j SHEAR I.UALL RILL HEIGHT BHEEATHING.39:JQ' RATIO•l.oO I 'I SHEAR WALL EDGE NAILING.�O.L. I ACTUAL BHEATHING•J'y^ % RELD NAILING. ,•D.G. RIGHT ELEVATION �RATIO*Ra=u" -'B-"' REAR ELEVATION EDGE NAILING•�y.C. I FIELD NAILING•�y.C. glBAYBERRY BUILDING CO. VINEYARD RANCH II-0S-09 R�ISION DRjB BYBr :WE sc�E 9 $ o �AGOF� ✓$ Designs m 4I• w, w� v. �. a E —TI B RIDGE VENT 2%D RIDGE W.RAFTERS•IS"O.C. ASPHALT ROOFING v--PLY.SHEATHING ASPHALT ROOFING IY ASPHALT PAPER IS-ASPHALT PAPER IY A8PHALT PAPER uj m.om eunw ASPHALT SHINGLES ............. 1/2'SHEATHING '✓3'SHEATHING TYP.H].BA TIES TYP.H1.5A TIES DRIP EDGE DRIP EDGE 5'GUTTER B'GUTTER R30 MBUL. 1X3 STRAPPING WALLBOARD IkB FACIA iXB FACIA 5/B"F.L.WALLBOARD °•y Ik SOFFIT IX BOFFIi 2X4'e•Ib'O.C. GARAGE RIDGE VENT bV4"VENT ]-I/4'VENT FIG INSULATICN I. PLY.SHEATHING a 2 RIDGE H3/4"BED MLDG. -3/4'BED MLDG. TYVEK WRAP OR EQUAL NOTCH FRIEZE - NOTCH FRIEZE 4"CONC,BLAB 01DING TO RECEIVE BIDING, TO RECEIVE SIDING. )XIS RAFTERS a O.G. In°PLY,SHEATHINN G Q IY ASPHALT PAPER - - ASPHALT SHINGLES 01DING TYVEK OR EQUAL IV BREATHING CROSS SECTION (A) EAv EAV ;XBINBUL. X30TRAPPING ® "s SAVE DETAILS "I EAVE DETAILS /Z"WALLBOARD I/7'WALLBOARD Q BEDROOM•3 2X4'e s Ib"O.G. R13 INSULATION I l SHINGLE STARTER BEDROOM•] I/1'PLY.SHEATHING TYVEK WRAP OR EQUAL roPLASL'N' COARSE 3/4"T/G PLY. BIDING AZ ISP.T.SILL NAILED t GLUED. T r IB'BRD. BILL SEALER OPTIONAL Z-•5 ROD 19 INBUL. fXl0'e•Ib"O.C. TOP RING]'CLEAR ••"•'' B/B"%I]"ANCHOR Q OLTS. BASEMENT ••d• • Av B 4°CONIC.SLAB 1• „• si WATER TABLE.DETAILS "It SILL DETAILS CROSS SECTION (C) RIDGE VENIDG 3XR RE RAFTERS a 1.-O.G. , • •• ' •• •- - •• n"PLY.SHEATHING •� Ile,Ile,3 ASPHALT PAPER ASPHALT SHINGLES 2kl0 RAFTERS•16"O.C. .IF • B V 4 4 Q 4 �_ .• 1Kb a G.J. IS., I/I•PLY.SHEAhIIN. o • 0 -' - IS•ASPHALT PAPER a m w ZXIO'.•I6.O.L.y •R30 INS'" SHINGLES - ••'IXS STRAPPING VY'WALLBOARD 3 1X13'e m I MI]RIDGE ® IO"WALLBOARD .RIDGE LIVING 'e•16"O.L.]X4 INI G INSULATION Q PLY.SHEATHING •• TYVEK WRAP OR EQUAL 0 BIDING a_K •• A DOR"m tt 3/4°T/G.PLY. EXTERIOR tt y • {/ J I 0, J NAILED 1 GWED. DECK Q '�. �� 0 g 8 f 1%IO'e•Ib"O.C. Ar......... 191N0UL. F • y , ` 4...... }3XIZ',GIRDER � f•'• '� f 11 LOLL COOL.FILLED �{, 3 l%I]'e Q LOLLY COLUMN. BASEMENT 9 � O 4"CONL.SLAB 'C ROOF FRAMING PLAN CROSS SECTION (B) YP.TXb: BAYBERRY BUILDING CO. VINEYARD RANCH DATE REVISION DRAWNBT PdGE OGLE oII-05-09 • JB •�'oF�F�IX4".I'fJ" ✓B D�slgns AWC GUIDE TO WOOD MA99AGHUBEiT9 GHEGKLI9T CONSTRUCTION COMPLIANCE(lBO GMR 9301 Ij 1 (o MPH / // // /� \\/JPOS// //R a ONO //D/n\//O ZONE E ®OHEOK U U (�//�((� (�) ()�(///iCU /L/jfJ/( ()r'�r ////\iU////�// (///\v// ;+. r COMPLIANCE L 1,18GOPE_ • •.� wMO SPEED lBHIEc.GWITIE.O.........:.........................................I.......................:.I10 MPH ewwD exPoeuae caieeoRr.................................................................................8 1.2 APPLICABILITY. wnBEYL aF CioRIEe!a RVOF un]ICN excEEDe B IN n aLOPE euaLL BE caNBpEREo a S1oar, TORIo�L H,nBe¢o• ,wmw GF ROOF PITCH.................................�-.--...lFI6 L......................-.... 9TOPIEO g=1]D<GPI]�L JOINT DESCRIPTION OOnrox xe0 BPaclro OF HEwur..................................m ........- .- ROOF FRAMING �A PFSW wailO•tLnu).......1...............rv .......2]Q¢!t9 Na e .......... ...... ... O 11 ><a oe eaCH v BUILDI IG A).. ............. ... u Rm BOARv ro RAnT!a revo�NAi®�� BIBC a-ae eacH euo ^ Non NAL UEIGM OF TALLEST OPENIN6................1P164, WALL FRAMING 9 TDP oLete AT INrptbEOipNe neCBNaLED, .-tee o-be Ai.DMro l 1.3 FRAMING CONNECTIONS B,m TG ervD_naceauum, awo BIw v O.G GENERAL T'll Nce wTH FRAmNG wHHEc1roNS....lrMLe]..............................................._>L MEAD- 7.1,_.NATATION aD NAIL FLOORTFRAMING ac uDNO wALLe MEETING REW IREnEMB OF 1B0 CMR BHOH.t IF COMMON J ". rtOe naI ♦T CONCRETE MASONRY...............................................................•................... �I[A TYP.v ;j,• Y,i 7 B/B'ANNCO.HOR ec reDinamDEDDOR IOie•u C AN Re A.au 4TERNATIXE w CONCRETE OHL ' AIT . '}\ aTRucrvRa PAN _ PROPRIEia¢r nEcuaul ••:••., BOLT ePmn6 GENER4 ... .. ,.•,'•.••'•• b��b®o _ •'j CPmIN's FROM CND/DINT OP PLATE........Rp 9e 4'...............................IL 7Jn.< •� \ ••1.'.' ROOF SHEATHING ¢T ..• PlDu2 mecE.0 L®1 >LLa ..Iw eetH�Klei LT En3EDM ITC_ RETE.....................rvp e,....................................�IN y: _. �. D eTTiucTURAL PaNELD`® �xT/���� BOLT__EN n....TH' ..........................Pp..................................-...�IN> •\• 1rP.EDGE NAIL BPdOI •., PLATE waBHE<L...--••--- !nG 8........................................B•xB^x�.•Z� \!Ba DDMMON.."D.D., ,.,•..• 3.1 FLOORS - �� �� Ke.cube ee 111 Cove/B PeL AnING n=_DECK apays cuecKeD......--.-..r ......................FLOOR F4 PeR TBo cna ee Ow ......... RAFTER covvecnova , HAXMUH FLOOR OPENING DIMENSION.................!FIG.,.....................--.--.--....----.3 NON- '•.TYP._ nEa ::.• � iRuee en pa e.B neL FULL HEIGM WALL Crape AT FLOOR OPENING9 LEs9 E FROM p IOR WALL!FIG 6).................. ... LOMBEARING •' � nAxIMUIT FLOOR-pGt BETBmKB ••••• •! CTID uEIGNi , Be COnM ©� OaBLE eHVWeLL b OR RAKE 1Rse ee IOo EDOe, NAIL EDGE!STAGGER IL LIFT - Pai:ERNO.C. a• •wBD ewPoanNG LomaEAaING wane OR euEaRWau.FIG v....................................._FT<a I' •. OI w•InOKOm BIxKe MAXIMUM<auTILEXEREO FLOOR'JOIBi Max.WUL •\„ mBEaRlu6 CEILING BHEATNING OUPPORTeuG LOADBEARING WALLS OR BNEARLALL.lFI6.1.....................................�PT a�(� H. Ye. D HEpxT GrPOun weLLBOARO ••................... oo,......]..- ---••• •... elu \'®IedL PANEL BREATHING WALL SHEATHING FLOOR BRACING dT CNDWLLLO' ..1116 01.......... ••, •,: FLOOR BHEd1HIW.1TPE........-- ...11-TBO CMR 09. ,,:•• .•.i b COOLERS T'tnGe'/p'Flm Max.T I' .,.IW V 1B0 CMR 09. .•',• P.vE¢1pLL EDGE NAIL NEK•NT p' luvoD brRUGruRLL PeNFLA FLOOR BHEATNING THICKNE09.:- ••••-••••••••• FF. ePa1-1 "."A-- 'OL. se pe YEVGG/E'PIFLn FLOOR BUEATNw FaerENING........................rteBLe],fie NaILa et�w Ep6E/J7—M FIF1D— •:••..•:••.•� SPACING!m cOnnoN 4.1 ALL •. _o.c., n'o�bu+>w na OI'Ara PaugA EDae/•F W4LL E • • •,.'' AI FLOOR BHEATNING LOMBE4RING wALLB.............................!FIG p aNO TABLE BI........................8�<<p' • ...i .P.FIELD N41L 6PaCINO upvv b,wucnRaL Pau¢e voNN.OmBEaRIVG.........................mp IO aH0 TABLe B,................... .d�Pr!m:T ad cvnnON._o.c' r OR Leee m pa v IF wau ervD aPACIHG............................ .x..!:A•O.c.mIG lO aHo rABLe B.................... •'•••,. GaEATER,HaN r pe s•EDGC/.•Mao ...•• — :�.• •. Kre 4.1 EXTERIOR WALLS'w.LL a BC. rtAB E 9 xa8rld�L GENERAL NAILING SCHEDULE ....................rteBLE 8,............................a i-$FT.L.IN�L NONaomBEARBIG wLLLe.-..- . `., •�: i r 6MLE END. BRACNG' 4 i.' • r .!,i,.• PAL A,. eNDw L.eTUDB......................rtIG p,................................ .............. JL '.�Or.•0 •,. Or.Or. d ArrC FLOOR LENGiu,:...P HOT..............ml6 IV.................................... PT>uv9�'[� .. •` LING LENGTH lIF BEP NOT USe.I FT.C . )................................... PT .9W N/e : •�'• .�, AID 211 9 BaYe,-TERaPb -EFTB 11N.(P161v...ELOC INd.••••••.••-•-.•......,.. •'.� OR BO COL NG •�Or.Or •i. F.•Br 4.•Ora DOUBLE tOP PLATS IT OR mw ••••]4•o.c.MAX '•a oouBLE LOP Pure 0'•STUD sPmwG.r'Or,. '•ei•BND ePacING ePLK:E LENGTH.................................(PIG IB AND TABLE Bl........................... i� • :;l ..•B ..4 • '� • •,�' •,a •,a SPLICE cOIFiEOTgN MO.OF IBC COMMON NaILB, rtMLE N.......................................�� :,a- i,! .• LOADBEARING WALL CONNECTIONS ,•4r.•Or.•Or�Or .•Or.•Or�0• LATERAL! .OF LID ILe.............rtMLe v........................................_i�L • • •y .•: ., •„ •: . NON1OdDBEARI.6 WALL CO cNNECTNNECTIO NaNS 'M1 :., ..! •.S , :,, :,, uiestAL Mo.OP ma connoN NAIb-------------rtABLe 6,......-....-.--..-.--.................._Z •Or.•Or.r.•Or�0. DOUBLE NEADeR LOAD BEARING WALL OPeNING9!RECORD LARGEST OPENING BUi CUECK ALL OPENINGS FOR COnPLIaNa TO TABLE L ' uemnx ePAUB....................... -....... —rtMLe a.................---.--.--...'_'L <II'J( BILL PLATE BP................................rtAeL6 a.............................E_Fi_LSJK<IT_4_ FJLL wLLHEIGMBTBDBD CF.TIED................rtMLEO,.......................................s L MAXIMUM WALL STUD HEIGHT,STUD SPACING , EIGM NOHi AO BEARNG WALL OFEN WG8!RECORD LARGEST 0P BUT kK ALL OPEN^:GB FOR COMPLI.NCI TO TAB- xEADERCPANB.................................rtMLe0,.............................ss,1 N.<a'_) RAFTER CONNECTION AND WALL SHEATHING B o BILL PLATE eP4NB..............................ITA.LE 0..............................Sfi�.JN.<IY JL REmIREneNTe ai edGl END OF HEevER OIHLe—K BID Bx.'IDn wa°i ewervAiwloiD°A°Eee6LP :ro.....leBNu.'ZY 7............................. J� MINIM NunBER GP NDOW BILL PlA1.11. uenvea ePaN uEADEa FULLHlEwuT uPLIPr uTEReL nlwnun BUILvmG vineN9lON.r w) m,, B1� Tuce ILO., rLe., .....B=OF 1ALLe3T OP—w........................................................S,a"b b'B'�L BHEa1NING nPe................................lNOreU.........................................J� J—L ]' ]-]X4 I 11'1 13] .. ... ..... ..... .... ... .......... A(LMLE p O..NOTE•IP........................� 3' ]-]X4 ] 41. 198 (INEA NAa NECII..IND........COMMON p...................................._ .=\BEE PAGE 6 OF 5 BNEAR CONNECTION rtp.OF Iba COMMON Naas) rtdBLE b)..................................... 4' ]-]X4 ] 99d is4 PERCENT FIM1L+lEIGM eHE4TNNG............. .ttABLB b)....................................� E. 9EO ill B¢ADDFIOuaL BHE4TulN6 Fop WALL WTH O^ENIN6>B'B'!DESIGN CONCEP............................�� 9' ]-]X4 3 nexlnW.BUILDiuG DInEH9lON.l L, is B' ]-]X6 3 831 39G .--.• ----•••••••• r.•.•-••-•..- e iYPE.FTALLE9T-OPEN ING]..........("C ....................•••••••••• !L" 1' ]-]XB 3 9T0 461 .. •• ---�-. ••.••••� .................... 0¢NOTE.P LEBB,......-.............�1N. •.00r.•Or .•Or.•0;.•Or.00rOr.•Or.•0• eHEATHMG re V. EDGE NAIL SPACING....... •..',rtMLP II B' ]-]XI] 3 I IOB B]B PIELp ualL CPaCING........................ rtMIP IU........................................A. BEE PAGE 4 OF 9 9' 3-]XIO S 1 4T 594 • e'�.�':4i•: a'�. S'i s'�•:..� r..,, a • FIT- AlBHEAi FOCOnnON NAEB,rt . .1... — � s . HEAR v MLe lu......- •. r.•Or:Or.Or.:O�rP PE¢cort rtMLe Iv...................................... • b' }]XO 4 1y89 660 .. ' M ADDrtroN R WaLL WTH OPENING>6'e'lDEBIGN CONCEPr01..........................Z II' 4-]XIO 4 I524 1]6 ,a.:,5 :a :, . B'xa'xv Pure waBHER,, :,ti WALL cLavvwG N/A r.Or.•Or.�Or.00r.Or Or.Or.Or.Or Or.� R.ED OR WIND ePEeDI.......................................................... .................. TABLE 9. WALL OPENINGS-HEADERS :.,; ; :;,; All i 9,1 RID r,•Cr.Or.Or.•Or�111.r Or.Or.Or.61.•Ar ROOF FRAl—MEMBER 6PA18 CHECKED+INDa ReFTERB UBE ALC SPAN TOOL.BEE B,�aB IB®BTTE' IN LOADBEARING WALLS aoDF oXERHA,...................................FGGURe n,..............1-u2.Fi<SMALLER of oR L/s Aar COHNECTORs:LpmBeARIUG waLLO Notes, ,•0,..•0�.•Or.•Or.•0�.•0�.•Or.•Or.•0,,.•0 TRuee OR Ra. PROPRIET I.THIS CNEKLBT 9NAL.BE MET IN ITC ENTIREtt,EXCLU.—THE SPECIFIC EXCEP11—NOTED IN],TO COMPLY—THE ..............................: BLE .........................----...-...i p u[� n I.IP THE CHECKLIST S MET N ITC ENMR THEN THE FDLLemHG METAL 5TRAP0 ,AIERA.. .............. ..rta m ............ REamaEMENTS vF Teo ena swla,l.l ITEM LITERAL. ... ... AND IwLD xwNa Aae uor ReeL'Rm PEa THe wFcn nO nPN GUIDE• e ALP u/a uN..ER.....COLLAR TIES NOi UBp PER rtaISLE Gl...............•..••--........r._pLP 5 RIDGE 91RAP CO A,B1EEL 91RdPB PFR FIGURE 9 T •••••• B�]O GdGE STRAPS PER FKaUR II GMte RAKE enrwOKm............................ -11 m,..............11f1 Ft<BMdLLE of]'OR L/] C,LIFE..+STRAPS PER FIGURE H IT NowLoaoBEaRwG waue PROPwEraar coNNFSTORB D•ALL emAPa PER FIGURE r. -•-- •••••••••••••• ••U'��� �O PENrvG H� O Im i0 R S'eLL BE PERMITTED—B¢Ie AD—TO i�PERLEM NLL#IGM BH 11- UPLPi................................. ...rtMLE u,......... E. B F E A F _ MI EE,OO AND wlREMENTS BH;wH IN T.I..AND 1I.' STUDS AND HEADERS LL Puve I11 EID LOCATION ION O SHALL BE a NIIN'Inun]^IN.Ncnw aooF e,aalulNG Tree..............................!Pw Too cnR sB.00 AND 09.Oa......-............-. 9.1HE eonon a aL THpKNEee PREawae mearEn a,BRavE ROOF BHEATNING TwOKNEBa.............................................................JlL..b T/IB'... A,FROM TABLE D AID II AND LG REOU EM WAu eHEA1wNG AND BUIuwG MPec1 nano.DETERMINE PERCENT PILLNEIGM RDaPeHEaiwxGF.erexmG..........................n.BLS»....................---...................... eHEaHING.NDNAILePmINGREDu:REMENTe. AROUND WALL OPENINGS 9 I BAYBERRY BUILDING CO, �I VINEYARD RANCH a RATEB R-15101 DRAWN BY PEE 80�LE a p�o n-os-og � �DF� ✓B DBsl�ns ON Oleuun O , . , w. .w • m emu !Xb/49d-9BN 1 cl)� f dA44-t r_ access Cover mte�- deep �2.-!9 d.•.. 6 vt� �'/ �P I a.. K F_S�f,.�fC f l,„Ks �2-3 1 3 `oFINE ro Town of Barnstable BARNSTABLE. Regulatory Services 7 MASS. �p t639. Building Division reo MAC 200 Main Street,Hyannis,MA 02601 1 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice i Type of Inspection Location 70 S C H Doric e— Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: / GAP?H(,E J)6olt M sss�G ( AJV- J:�0sTTALQ!EI)5 LTD h z 4 -T,/,)S4LA" 6K) CUyE TUo 5/�/4I_-c vw j/ -1FTS VJ N FA1 LA L L W rJ C.-L-c 5 Sc�,ec�� Please call: 508-862-4038 for re-inspection. Inspected by Date �FtHE ip�,� Town of Barnstable BARNSTABLE. Regulatory Services MASS. 039. Building Division •� piEO MPy A 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location `7 b SC H cot,1 E�permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: P L ywcrvt> f �I (� PEcC-77 p� IfL CQ�) S L r 1�7 `r-8-rD S 44e le 7-- s 7a G.r C l� t rN�c �=� ✓� S /►66 n G T-- tA4 v L I-- 5 f o c'4- ts I( #-1A /1-< 44►S S/M Gam. f N S T RAPT N 6 Please call: 508-862-4038 for re-inspection. Inspected by fiouj Date -` �"� 0 My. fi t 4 xL tt �. DIM r � � 2010 . F. 7.0 Schooner' ,tane, Hyannis . : 2/9/2010 r F y 70rMIllehooner Lane, Hyannis 9/2010 Moir 70 Schooner Lane, Hyannis 2/9/2010 a C. TOWN OF BARNSTABLE Building Department - Foundation Permit Date i o Permit # Name 094 N Location �' S c4 4� �f c2 } �o 'i ! --�-(� tick Insp. of Bidgs. i i .TOWN OF BARNSTABLE Building t�E ti Application Ref: 200708189 m it BARNSTABLE, Issue Date: 01/24/08 Per, , I 9 MASS �prFG 339. a Applicant: MORIN,JACQUES N. Permit Number: B 20080166 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 70 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204012 Permit Fee$ 696.93 Contractor MORIN,JACQUES N.' Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 169,984 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY HOME-NANTUCKET THIS CARD MUST BE KEPT OSTED UN L FINAL INSPECTIO AS BEEP `t WHE A CERT� CA O�a CY IS'REQUIRED,SUCH Owner on Record: MORIN]ACQUES'N TRS BUILDI A L)�O BE CUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INSI�',E TIO HAS BEEN MADE. .. 300 BEARSES WAY HYANNIS,MA 02601QQ`��,���I Application Entered by: PR Bulldln Permit I ued THIS PERMIT CONVEYS NORIGHT TO OCCUPY ANY STRE LY SIDEW� LK OR APART,THEREOF,"EITHER TEMPORARILY ORPERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIF ALL P IT ED DER""THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES,AS WELL AS DEPTH AND, TIO P,U IC SE RS AY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF.THIS PERMIT DOES NO,. LEA TH PPLI ANT F EOM.THE "NDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS R QUIRED FO >ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUS BE INSPEq TED A HE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLU BING PECTIOIVS TO BE OMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COV ING ST UCTURA 1 MEMBERS(READY TO LATH). S.INSULATION. 6.FINAL INSPECTOO BEFORE C • ANCY. WHERE APPLICABLE;SEPA TE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PR CEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECO 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), IN Z r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 - 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '7 3 Parcel a o z` Application#? Z e Health Division Date Issued Conservation Division Application Fee Tax Collector Permit Fee 7 tP r Q Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 0 5 C do � -e Z-0 ' a Village ���'�� Owner V—,9 e Q v�� V jej A) Address 1�r�? 14:::-d 4,o �c tCP ce 4 fPL,✓it e 1 Telephone Z Z P Permit Request bv!! I J C- ,S / � l-C CJ j4* e/ c w -ell/ 4 15 )4y/4-P , Square feet: 1 st floor:existing proposed /0 2nd floor:existing proposed s `� Total'new t 6 6 Zoning District Flood Plain /t/ Groundwater Overlay Project Valuation 6 Construction Type 10 ©®D Al- J k,e Lot Size 2; 3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family(-'- Two Family ❑ Multi-Family(#units) Age of Existing Structure ✓ Historic House: ❑Yes *No On Old King's Highway: ❑Yes ,*o Basement Type:Xull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) o �y Number of Baths: Full:existing new 2 Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: as ❑Oil ❑ Electric ❑Other Central Air:, 'es ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Xnew size /yXzLShed:❑existing ❑new size Other: a ion I# S Y 9'(3 Recorded Commercial ❑Yes [,�f o &d o Current_U_se 0 A c J Proposed Used OF BUILDER INFORMATION Name Telephone NumberCo D �' Address Iry ��lia„o 4 �'� License# O S 7 72 cil h,4 D,Z 63Z Home Improvement Contractor# ' Worker's Compensation# W C e o®` 13 .. 11? 2 b v l ALL CONSTRUC DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO va a SIGNATURE DATE 7-1 Or r. f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ` ADDRESS VILLAGE t ' OWNER DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, NIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le2ibl Name (Business/Organization/Individual): C . �� r Address: ) Y' City/State/Gip: t-;lU1.L,7:) 4,16&1Phone #: AVyj u an employer? Check the appropriate box: Type of project(required): ]. am a employer with r-:), 4. ❑ I am a general contractor and 1 6. [�New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their ME] Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL I I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is prov' �g workers'compensation insurance for my employees. Below is the policy and job site information. t j 1 Insurance Company Name: s �' t ('Y1.' ' r_A y �i.1 1/ Q / '2®0 7 Expiration Date: �)62 d � l Policy#or Selt=ins. Lic. #: �-�- ���� � Job Site Address: �, C_6&4j� City/State/Zip: LL-k�3, TA0_ 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 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the lA for insurance coverage verification. I do hereby certif me er,the pains and Pena 'e perjury that the information provided above is true and correct. e Si nature: � - / -��� Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 6 6 square feet x$96/sq.foot= f ..G® / x,0041= L,� S d j— plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/.sq.foot= x.0041= . plus from below(if applicable) GARAGES (attachedd,&detached) square feet x$32/sq.ft. _a 0 x.0041= V oa YD ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00. >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcost Permit Fee Rev:063004 �� j�•�o resa aua i ii zlltf Jacques Morin + OFFICE TRAILER Z001 - MY09I Eacal 162 RM Permit Number MECcheck Compliance Report Massachusetts Energy Code MECeheck Software Version 3.2 Release 1 a Checked By/Date TITLE:BAYBERRY BLDRS, CITY:Barnstable, STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 C PROJECT INFORMATION: .NANTUCICI~T t COMPANY INFORMATION: MAP INS.Co COMPLIANCE:Passes Maximum UA=326 Your Home=258 20.9°/u Better Tllan Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value D-Facto UA Ceiling 1:Flat Ceiling or Scissor Truss 910 30.0 0.0 Wall 1:Wood Frame, 16"o.c. 32 Window 1:Wood Frame,Double Pane 1850 13.0 0.0 141 128 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 880 19.0 0.0 0.340 44 Furnace I.Forced Hot Air.85 AFUF, 41 COMPLIANCE ST'ATT:MENT: The proposed building design described 11eTe is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load or is building,and the cooling load if appropriate,buts been deteml ned using the applicable Standard Design o tions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125'%a f t e design loud as spe ified in Sections 780G'MR 1310 and J4.4. Builder/Designc-r Date ��/L� P8ge 46 vvi4114vvf 11:40 rAA sua 171 2116 Jacques Morin OFFICE TRAILER 0 002 1 tn7ro9 MVOa/Ex" 1;62 VM n'MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release I a DATE: 11/20/06 TITLE:BAYBERRY BLDRS. Bldg, Dept. I Use I Ceilings: [ ) I 1• Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Continents: Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R43.0 cavity insulation I Comments: 1 I Windows: ( ) I 1 Window 1!Wood Framc,Double Pane,0-factor:0.340 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No i Comments:_ I Floors: ( J I 1. Floor 1,All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Coaling Equipment: [ ] I I. Furnace 1:Forced llot Air,85 AFUE or higher I Make and Model Number Air Leakage: ( ) I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ) I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated,in accordance with Standard ASTM L'• 293,with no more than 2.0 efm(0,944 L/s)air movement from.the the conditioned space to the ceiling cavity. Tlie lighting fixtwe shall have been tested at 75 PA or 1.57 lbs/f12 pressure difference and shall be labeled. I Vapor Retarder: ( ) I Required on the warm-in•winter side of all non-vented framed ceilings,walls,and floors. I I Materials)identification; ( ) ! Materials and equipment must be identified so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. ] I Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I i Pape 45 f v0ic1i4uu1 11:ZV rAa sod 771 2116 Jacques Morin ► OFFICE TRAILER 003 Nnrras' MY06I Eud 1:52 PM Duct Insulation: [ l I Ducts shall be insulated per Table J4,4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesb tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. ] I The HVAC system must provide a nwans for balanciug air and water systems. I Temperature Controls: [ l I Thermostats arc required for each separate 11VAC system A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Beating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%,of the design load as specified in Sections 780CMR 1310 and l4,4. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ l ( All heated swimming pools must have an ontoff heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool ptunps require a time clock. i Heating and Cooling Piping Insulation: [ ] I 11VAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Page 44 Vaizrieuur 11:Y8 MA M 771 211U Jacques Morin i OFFICE TRAILER 004 t tn7tue ' MYOB i Fxcd 1152 PM Table 1: Mituimum Insulation Thckness for Circuluting Hot Water Pipes. Insulation Thickness in Inches by Pie Sizes Heated Water Non-Circulating Ru touts Ctiroulatins Mains and Runou c Tc ratttre 1 C7p to 1„ Up to 1.25" 1.5" to 2.0" Over 211 170-180 0.5 1.0 ).5 2.0 140-160 0.5 0.5 1.0. 1.5 100-130 0.5 0.5 0.5 1.0 Table.2: Minimum l syulation Thickness for HVACPipes. Fluid Temp. Insulation ThicMess in Inches by Pipe Sizes Heads g SystSxatelems Tines -Range F 2"Runouts 1"and Leis .25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(tor feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and 13rine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Papa 43 f 96.e 'UatiTo�z�:u«rclt� cy:ljcr3�u�r�ael -- - BOARD OF BUILDING REGULATIONS `. License: CONSTRUCTION SUPERVISOR �0` Number: CS 057770 B i rthdate:.02/16/1958 " Expires: 02/16/2008 Tr.no: 18658 4J Restricted: .1:G JACQUES N MORIN 1597 FALMOUTH'RD#4 . C CENTERVILLE, MA 02632 Commissioner ASSESSOR'S MAP 273 PARCEL 204-012 NOT ALL SYM LEGEND ARE UTILIZED.BOLS ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN, LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' �Oo WATER GATE VALVE MIN. LOT WIDTH - O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE ACK 15' S S CJ 5]— PROPOSED CONTOUR MIN, REAR SSETBBACK 15' SCH ONE LAN (,�� WIDE) I SIGN ZONING DISTRICT: PI - AHD W. W W TH1 MIN. LOT SIZE 10,000 S.F. VV41 -Q� TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) N12°43'16"E o 102.61' , 0 MIN. LOT WIDTH 65 CLEANOUT MIN. FRONT SETBACK 15' MIN. SIDE SETBACK 10' °D 6 6�XISTING CONTOUR MIN. REAR SETBACK 20' 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE �66 INV. GROUNDWATER PROTECTION OVERLAY & AP 24.9' 66. 61 .7 29.7' APPROX. TREE LINE DISTRICT TOP FND 66.8 v + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C PROPOSED (FEMA FIRM PANEL## 250001 0005C) 9-19-85 is :::`\ J HOUSE ! `• y _� PROPOSED LEACHING PIT REFERENCE: Cl) Q 6'X14' EFF. DIA. PITS Ncn to c%e t I j m \ ..: ,,. PB 610 PG 95&96 m; S SEWER LINE W WATER LINE RESIDENTIAL SITE PLAN " DECK 1 .ur G GAS LINE PREPARED FOR: 21 E U.G. ELECTRIC ANTIQUE STYE POST LIGHT BAYBERRY BUILDING Area=10,000f Sq. Ft. IHOFM WV pr DANIEL yam ��lHOFMgSs LOCATION : LOT 21 #70 SCHOONER LANE 9 N1 3�2T29"E0.23f Acres M ° DA F,yq oy SCALE : 1 " = 20' DATE : 1 2-21 -07 N13 27'29"E � o o ss 102.62' SHEET 1 OF 2 No S d�$- OJ � -- -&/z 1 o� tvuoo c�sr \�`` C' off _ 4541 /O►� fax 508 362-9880 / O S\O� O �� SUR down cope en gln eerin q, inc. /o? Cl I/lL ENGINEERS Scale:1p= 20' I LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939, Main Street — ' YARMOUTHPORT, MASS. 0 10 20mm- 30 40 50 FEET JOB # 03-123 03- 123 PROF.DWG DAO i 1 GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2: ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER o 0 BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW M jr 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH NO OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDAATIOTION W WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 56" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) Le BARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT �SHOF444 �jNOFAf GRADE AT EA. END. FA Sqc �� gSSyc LOCATION : LOT 21 #70 SCHOONER LANE POURED CONCRETE DONUT �o tiG ' moo? DA LA. N 1.5 CU.FT.t U F qs o p A DATE : 1 2-21 -07 @iLl y F Mq sg SHEET 2 OF 2 P l�21 l� 4.0"OSCH40 PVC qN �pQ' m �� 0, ° U BONA off 508-362-4541 v - fox 508 362-9880 -0 o.46502 4"PVC AT 2% MIN. SERVICES g41DSURVE�O ° G STE �� ssi �G down cape engineering; in c. C L E A N O U T DETAIL AL Cl ViL ENGINEERS LAND SURVEYORS H-20 FOR USE IN PAVED AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS JOB # 03-123 03- 123 PROF.DWG DAO =T I. 1 1 IZA LET .T, JIB SMOKEDETECTORS REVIEWED --. D �M S�EUNaALLED MS _ p NIAS RUST��>'�TtLEpPER r, 4� cur. BA E BUILDING DEPT. DATE E BUl DING CODE SO BARN STABLE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - li tt fmIII k�OFT_ T` .t'I 2445\v CL evE L�O I_S.�i3.. $ ji ,�,} '• .. ...... __�. ._-_ ......____.--..._ �. 1If„� t Q:-. APPROVED w: iJ SCA DRAWN By y���< �+Y� 1'��•� y X � - � � i REVISED' _ _._ _.. - _. .-.. .•. .._.-_...._-......_ _ ..._ O RA.Wi.._ N; ER.NUMB,. ! rykf '•.1z 1 _ _ _ u�Zx'ik"(lnC-'-ZRrQ. - �, 2 s ^ ,f f /SSF.LJI?l�L:rtCftbll�lE S r'... Al - �ETiCC:_�Y11P"F_t's.SryF: -- " ✓ � i „rYc /- ! C y j30cziC tY� > 3 ; i ' 2xtq d0I TS } �f r ill < IS&t t fiE•:: +` + AFT , S � C r� 1 r� - ' 4 3<1 0 — — — -- — —'-- ----- Li I . Fi Sri 1 I � !i� 1 I�,cs>4, ' �. lei::t�s�::�. _ � Ins:_� C� .ir O:r 1 r k , i 4 1 30 .:.. t. in _ ...- .. - J�L .SGLE ! 'r�..I,O APPROVED BY: DRAWN BY Mi ' -_�__ + ---'_• _ Y_�_�I _ DATE: � u - _}(. EVISED - ♦.... ._._._.._..._ ......_..._._.. ._,-....:.� ._._..__.- F.i f�+�-f..i�� -�y �••� .._... :. DRAWING NUMBER I .. r , ' S - �t t i - ` 1 ON. 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