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0109 SCHOONER LANE
/o 00 9� �� r { j Town of Barnstable �IMETOwti Regulatory Services Thomas F.Geiler,Director &'MASS. ` Building Division 9$�1639. Tom Perry,Building Commissioner FO MA 200 Main Street, Hyannis,MA 02601 `3 www.town.barnstable.ma.us Z2 Office: 508-862-4038 Fax: 508 7190-623` (� r 0 PERMIT# . `� t FEE: $ rba SHED REGISTRATION 200 square feet or less Sc.� eov\e_\r Lct n Gnn1S Location of shed(address) Village lPc0,A1 C(2)C 60 R 3O7 Property owner's name Telephone number X l0 J.1a / ao3 Size f Shed Map/Parcel# 3 ' 0 Si tur Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A -. PLOT PLAN Q-forms-shedreg REV:042911 ;G. 1 bac,�P Ae/ PIZOforma a Right Impression www.pfoforma.com/therightimpression i S1 i°59'02"W 108.66' Lot 4 O s Area=10,000± Sq. Ft. Or LOJ 0.23± Acres CA Cl 26.5' to .p: m v cD v U C CONCRETE r FOUNDATION 24.9' N12°43'16"E 108.65' LAN DCE #01-123 PLOT PLAN OF A DWELLING UNDER CONSTRUCTION PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. NOT FOR ANY OTHER USE LOCATION 109 SCHOONER INANE HYAN.NIS, MA SCALE i" = 20' DATE : DECEMBER 11, 2007 REFERENCE ASSESSOR'S MAP 272 PARCEL 203 PREPARED FOR: LOT 4 PR 610 PG 95&96 rERRY BUILDING I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATE© ON THE GROUND AS SHOWN HEREON off 508-362-4541 .:�. ✓ , ° A. t..,. to.508 382—mm ; i down cope engineering, inc. CWX ENGINEERS —_, i l —j — LAND SURVEYORS _ ,. —41 939 Moln Street — YARMOUTHPORT, MASS. DATE REG. VEYOR SO x Ea a , w n S? t .. ' - a � xr s jM c F,� IN t 1,40 p §� a st s a84d: r r� �v WWI MIR bl IF imp f !,Q 4 �(,#f y F f "t S'' ,4�h1` 7 �E ku »r r .. t ' ,ya. -; ijra x Yam} MORE!!,, 'Sk w'` /1'4" �%. Mow- n" 11 a k5 �0 � A v 'x� `' >��• k E x �-fir' P e r-✓ iw ,z . a "s Rp ww' Y" 0,111r, ��� a \ rrr +cP .w'»" n 'x >F t ems»'^ s "4 tI WIN I"' - sv i' ! ,ems. .,,a s� ?+'��xx s„' " �• ; fi% A,6 ?. 3! 'f!` k. 3 1E ,»y.�R➢sL'a' F �. K{ as �" v:, `+ s r z a ' �' !s•�\ E r or" a s s° • Ff Y 3 yt"' r rE' \'�• •\v \� �, ; ,r/." !':. Y P d 9' 3 y h ;; IN G. +yYCI v�5'�+� hw F .• ,� � � v s � u• r � r �'. a �. ���� ear � .. r/�' •t��" � .� \ :tea s� � \ � �� �' z ><..i � `�:�ri sz � :sa ,. ���. � "€w� k r ',• ' \�\'� n� � x \ � "� � � �"s,�i Paul Corcoran 109 Schooner Lane Hyannis, MA 02691 Phone: 978 500 9307 (Joyce) November 3, 2011 Dear Town of Barnstable Building Division Please find below a request to install a small 8 x 10 shed on our property located at 109 Schooner Lane in Hyannis (Schooner Village) Proposed Shed for 109 Schooner Lane, Hyannis MA, 02601 The proposed shed at 109 Schooner Lane, Hyannis MA 02601 as referenced in the application for permit dated OV•3'11 will be situated between three (3) and five (5) feet of both the North and East property lines. Since the proposed shed will be located between three (3) and five (5) of the property lines, then the walls up to the roof plates bordering those property lines will be finished with 5/8 inch fire rated drywall. These requirements although not stipulated in writing within the Town of Hyannis' building code were outlined to the occupants of 109 Schooner Lane by a building inspectors who was present during a due diligence meeting with the occupants at the building department on October 24, 2011. Please find attached the following: Shed request form Plot Plan Hand written set back requirements. Check for $ 35.00 /1 M lny t s nd best regards Jo e C rcoran 10 Schooner Lane Hyannis, MA 02601 Roma, Paul From: Pert', Tom Sent: Friday, March 23,2007 11:20 ANI 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 Iine.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 fine you want to get.We would prefer that these are located at least 5 feet to the line. ----Original Message----- From: Jacques Morin [mailto:bayberrybuflding@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 M10VIUM YARD MAX114UM SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.M BLDG. FT. IN FT. IMGHT IN FT. . FRONT . 10,DD0 56;20'for a lot 65 0) t'1 SIDE REAR D 20t�1 30• an the radius of 15 EL cut de sac Or.two and me-half(2-1/2)stories whichever is lesser. . (1)The Planaing Board may grant a waiver to the Lot Width requirement to individual lots Iocated on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper alit of the ho=to the'street. gnmen (2)Accessory Structures that requires a building permit shall be required to em1f0tm to all setback requirements. (3)Accessory garages,whether-attached or dctacheq,shall require a minimum front yard setback of twenty(20)feet. (4)The PImming 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 parlang space. A two'car garage shall count as two parldng spaces. Cx) 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 of the 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 j 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 1/,a 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 ection 4.9 (5)(a)-(b). There shall be no extension of a Building Per hait granted under a phasing plan and any unused and/or expired• 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 least 20% of the dwelling units shall be Affordable Units, subj ect to the following conditions: i 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. WMA-11 LVi11a cr.17evelnnrev111804final . � II Town of Barnstable Building Department - 200 Main Street ASTABLE, * Hyannis, MA 02601 MASS. (508) 862-4038 Certificate of Occupancy Application Number: 200705436 CO Number: 20100029 Parcel ID: 272203 CO Issue Date: 03/19110 Location: 109 SCHOONER LANE Zoning Classification: RESIDENCE C-1-DISTRICT Proposed Use: ACCESSORY LAND WIIMPROVEMNTS Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABL ���E E . Building . °�► Application Ref: 200705436 . BARNSTABLE, Issue Date: 09/18/07 Permit y MASS. �A i639. Applicant: MORIN JACQUES N. t Permit Number: B 20072270 Proposed Use: Expiration Date: 03/17/08 Location 109 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 272203 Permit Fee$ 814.23 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 x Est Construction Cost$ 198,592 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY-2 STORY, 3 BEDROOM(1966 SQUARE FEET) THIS CARD MUST BE KEPT POSTED UNTIL FINAL LEXINGTON II INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INSPECTION HAS BEEN MADE. 300 BEARSES WAY HYANNIS,MA 02601 Application Entered by: PR Building Permit Issued By: THISRERMIT 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 APPROVEDBY-THE JURISDICTION. STREET ORALLY`GRADES AS WELL AS DEPTH AND..LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF,PUBLIC WORKS.':: THE ISSUANCE OFTHIS.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 ISSUEDJAS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 r,-:�.r tt drC 1 HeatiF4 I pect' n Approvals— Engineering Dept Fire Dept 2 Board of He It `OptHE►o Town of Barnstable BARNSTABLE. ` Regulatory Services MASS. t659. Building Division prED MP'�A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ; Location 1Q r S C-Lner- Lh Permit Number .. 0 0'7 0.IN3 Owners C e Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: n Nut- �s om -k Via c�3t r e.+ 2-0 � v , ll'�er Ro- IvtSA-a Ile-d s ��ser�e�t ��� � Iess -�-I.�� 9 " co es n � „� ofa ow•. a No i ask`u�-�a� o� Dues 14% hS%&k4 ,ov, c9ver- 0.4►c cAI "�eW r ` � 7 �� � es �IJIG./- T6r o ��rWa� � J y Please call: 508-862-4038 for re-inspection. Inspected by "1444- Date `pFtNE ip�� Town of Barnstable BARNSTABLE. ' Regulatory Services MASS. i639. a.�0 Building Division prED MAy 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice. 1 'j Type of Inspection E,L4 Location 1 h S S c h e n e r �� Permit Number 0 0"7 CS'y3 Owner be r r v Q)C14, Co Builder v One notice to remain on job site, one notice on file in Building Department. The following items need correcting: g G a-mc Y a 113<C KeA 2-0 r-,n T~'re rct- J .moow. IS- - - -63r / '►wcuatn�c� ( w��S.ti v.c 5�l�f�J Sc trta'r0.% grit C 4 �I1 Qer /)lArri�ulCtrt (1oT vv�J�7� I��� 4z�t r J 1 0 `�A-st.'a4`loa o� �J 1De� yin �CkSew.cr.T ® N b I Ski Ckk,a v 0vcr- a4kC- 6L,% 1 d o w r ��lirJ 4r o � ` ST��rWQ\ �7 '/ e.ss , in p ' s,4-e- 4itJ nn \ Please call: 508-862-4038 for re-inspection. Inspected by Date gh-ld I o • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a4 Parcel , o-3 Application# -70 S p Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee l • w Planning Dept. b Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis LC q tol Project Street Address C L 0 T it /y 9 S G b 00� 11_d * Village VYo�L N/Ivl5 Owner I�C pviS NI ®ko I tv Address mod/k,o,r4/r. Rd Telephone 8 7-2 J-- R 9' 2- 2- Permit Request 440 I°ac_i- V c�` �- S/y 9 lP -'J 1411 �✓ c�����1 �9 s y/e L eK / hit Square feet: 1st floor:existing �yyproposed 1 A 60 2nd floor:existing proposed '7 D G Total new Zoning District PY -A&D °id �lo6d Plain A- Groundwater Overlay Project Valuation /q,9 5"9 Construction Type 4oc, aka 4, e Lot Size 3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure Yi Historic House: ❑Yes S lqo— On Old King's Highway: ❑Yes ONo Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /0 �0 Number of Baths: Full:existing new aL Half:existing new / Number of Bedrooms: existing new ff Total Room Count(not including baths):existing new b First Floor Room Count Heat Type and Fuel: 2 Gas ❑Oil ❑Electric ❑Other Central Air: O 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 WX 2 2-Shed:❑existing ❑new size Other: # Sq S1 Recorded 0� w Commercial ❑Yes 61mo If yes,site`plan-review# o 33_ Pay -c' = Current Use Ga 1,+ ja h d Proposed Use S I'h /-e /b . BUILDER INFORMATION Name 04y6-eiAY 84P& �D, Telephone Number �D�— ��S - � f1•Z � Address f Tel F4L q v vT License# U .s 9 7 7 D Home Improvement Contractor# Worker's Compensation# 066 S"p 0 //O/a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4 M i-w-e d 6 SIGNATURE DATE Z40 ' 1 FOR OFFICIAL USE ONLY . PERMIT NO. c � a - DATE ISSUED { MAP/PARCEL NO. } ADDRESS VILLAGE OWNER i t DATE OF INSPECTION: ?} FOUNDATION 0��— I t _ FRAME INSULATION , FIREPLACE ELECTRICAL: ROUGH FINAL = j PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. ' t _r 11/17/06 MYOB/Excel 1:52 PM Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la 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 PROJECT INFORMATION: rLEXINGTON II COMPANY INFORMATION: MAP INS. CO COMPLIANCE: Passes Maximum UA=496 Your Home=393 20.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 1540 30.0 0.0 54 Wall 1: Wood Frame, 16" o.c. 2720 13.0 0.0 209 Window 1: Wood Frame, Double Pane 176 0.340 60 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1480 19.0 0.0 70 Furnace 1:Forced Hot Air, 85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the pernvt application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release 1 a. The heating load for tLusilidiij,'g, and the cooling load if appropriate,has been determined using the applicable Standard Design Con d in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%,of tload as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date 8 Page 30 11/17/06 MYOB/Excel 1:52 PM MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 11/20/06 TITLE:BAYBERRY BLDRS. Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Conmlents: Windows: [ ] 1. Window 1:Wood Frame,Double Pane,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Conlnlents: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Continents: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 85 AFUE 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 must be sealed. [ ] 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. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: { ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be deternuued. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Page 29 0 11117lL.i• MYOB/Excel 1:52 PM Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] 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. Mesh tape may be onvtted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swinulung pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Page 28 r� I IM7106 MY08I Excel 1.52 PM Table 1: Aiinirnum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" Up to 1.25 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 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 Insulation Thickness for HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25" 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(for 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 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Page 27 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly r } Name (Business/Organization/Individual): ct;wk 40L. Address: City/State/Zip: Aries C)&&,Phone AVu an employer? Check the appropriate box: Type of project(required): ' 1. am a employer with 4. ❑ I am a general contractor and I 6. [E New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 1.2.❑ Roof repairs insurance required.] 1 employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy information. 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' ;ng workers'compensation insurance for my employees. Below is the policy and job site information. 1 Insurance Company Name: J � �'�C�- Policy#or Self-ins. Lic. #: b-)CC- r'C,V 9110 P 7 Expiration Date: 2 Job Site Address: �.,(' �C� �-� tcu/,- __ City/State/Zip: �AC/4 LAI 6a 0 D 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 IA for insurance coverage verification. I do hereby certi un er the pains and penAgsffperjury that the information provided above is true and correct. s Si nature: Y—/ Date: Phone 4: Official use only. Do not write in this arch,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#: BOARD OF BUILDING REGULATIONS +. License: CONSTRUCTION SUPERVISOR Number: CS 057770 Birthdate: 02/16/1958 Expires: 02/16/2008 Tr.no: 18658 Restricted: 1 G JACQUES N MORIN. 1597 FALMOUTH RD#4 CENTERVILLE, MA 02632 Commissioner R-PSIDEllTTAL RLTIL,DIl�'G PERNUT FEES APPLICATION FEE � � �• /JV brew Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE NVORKSFTEET INrEW LIVING SPACE square feet x$96/sq.foot= e 3h x .0041= plus from below(if applicable) ` ALTER.4TIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= r t us :E viu vciv n't ii applicable) GARAGES (attached &detached) square feet x$32/sq.ft._ f r� x,0041= 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= ST_01D ALONE PEPLINUTS :'pen P—c;? Sn3n X (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) Permit Fee 5' , Projcost S Rev:063004 Affidavit of Substantial Financial Interest r I - of /�9 7 �. ,�.a� ,� � on oath depose and state as ollows:. 1. I am an applicant for a building permit for the property located at Map__-, 1, Parcel The address of the property is 2. I :have lea % 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 z , the following individuals or entities have had a 1%or greater legal or eq ita a interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 6",z 4. Within the last twelve months, from today's date, which is 2 0 , I havebeend a 1% or greater legal or equitable interest in the following prope ies which have the subject of a building permit application: A73 - ao1;` Address a Map/Parcel -� 1�� � 't �73 ao-� Zs �'� a 3 -- ao ®o �� 5. Within this calendar year, I have subm itted 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 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within.this month, l have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Wi thin this month, I have received building permits for property in which I have a 1% legal or equitable interest: ��r' io signed under the pains and penalties of p rj. , this d f ay o 200 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT Js C noisw Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam\Roof\RBO1 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description:VALLEY(2) Address: s-3Lot 4, House#109 Scudder Village Specifier: Joe Madera City, State,Zip:Hyannis, MA - Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1-10 12 I I I I I I �J 12-08.12 BO,3-1/2" B1,3-1/2" DL 2,071 Ibs DL 1,661 Ibs SL 3,992 Ibs SL 3,168 Ibs Total Horizontal Product Length=12-08-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 12-08-12 15 30 01-00-00 2 s1 Trapezoidal(plf) Left 00-00-00 225 450 n/a 12-08-12 173 345 n/a 3 s2 Trapezoidal(plf) Left 00-00-00 135 270 n/a 12-08-12 0 0 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 16,150 ft-Ibs 66.0% 115% 193 1 -Internal Completeness and accuracy of input must End Shear 4,643 Ibs 51.1% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U329(0.447") 54.6% 3 1 output as evidence of suitability for Live Load Defl. U501 (0.294") 47.9% 3 1 particular application.Output here based Max Defl. 0.447" 44.7% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 12.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6,063 Ibs" n/a '66.0% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,829 Ibs n/a ' 52.6% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM" Cautions ALLJQIST®,BC RIM BOARDTM,BCI®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability BOISE GLULAMT'" SIMPLE FRAMING will not occur. SYSTEM®,VERSA-LAMB,VERSA-RIM For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow PLUS@VERSA- VERSA-RIM®, VERSA-STRANDO,VERSA-STUD®are surcharge load. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (L/240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 2 BOISE' Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam\Roof\RB01 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description:VALLEY(2) Address: Lot 4, House#109 Scudder Village Specifier: Joe Madera City,State,Zip:Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure 1 I b Imo—d- ►I Completeness and accuracy of input must be verified by anyone who would rely on a • output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. I Installation of BOISE engineered wood •1 • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=3" d= 12" BC CALC®,BC FRAMER®,AJSTM, Connectors are: 16d Common Nails ALLJOISTO,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOISE" Double 1-3/4" x 18" VERSA-LAM@ 2.0 3100 SP Roof Beam\Roof\RB02 BC CALL®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description:RIDGE Address: Lot 4, House#109 Scudder Village Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1__10 12 g - 19-00-00 BO,3-1/2" B1 DL 2,439 Ibs DL 2,180 Ibs SL 4,397 Ibs SL 3,859 Ibs Total Horizontal Product Length=19-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left' 00=00-00 19-00-00 15 30 01-00-00 2 Trapezoidal(plf) Left 00-00-00 135 270 n/a 10-00-00 0 0 n/a 3 v1 Conc. Pt. (Ibs) Left 10-00-00 10-00-00 1,661 3,168 n/a 4 v2 Conc. Pt. (Ibs) Left 10-00-00 10-00-00 1,661 3,168 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 50,140 ft-Ibs 93.4% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 6,063 Ibs 44.0% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U295(0.754") 61.1% 3 1 output as evidence of suitability for Live Load Defl. U456(0.486") 52.6% 3 1 particular application.Output here based % 3 1 on building code-accepted design Max Defl. 0.754" 75.4 Span/Depth 12.3 n 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dlm.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6,836 Ibs n/a 74.4% Unspecified or ask questions,please call B1 Hanger Load 4"x 3-1/2" 6,039 Ibs 71.1% 57.5% HGUS414 (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARDTM,BCI®, Header for the hanger HGUS414 at B1 is a Double 1-3/4"x 18"VERSA-LAM®2.0 3100 SP. BOISE GLULAMT"' SIMPLE FRAMING Hanger HGUS414 requires(66) 1Od face nails, (22) 1 Od joist nails. SYSTEM®,VERSA-LAM®,VERSA-RIM For roof members with sloe 1/4/12 or less final design must ensure that ondin instability PLUSH,VERSA-RIM®, p ( ) g p g y VERSA-STRAND®,VERSA-STUD®are will not occur, trademarks of Boise Wood Products, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow L.L.C. surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria'. Design meets arbitrary(1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 BOISE' Double 1-3/4" x 18" VERSA-LAM@ 2.0 3100 SP Roof Beam\Roof\RB02 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Mori n_Lexington2 Job Name: Lexington 2 Description: RIDGE Address: Lot 4, House#109 Scudder Village Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►1 b d Completeness and accuracy of input must - be verified by anyone who would rely on a % output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • 1 • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c= 14" or ask questions,please call ...._.__..._ .. . ...._... (800)232-0788 before installation. b minimum=3„ d= 12„ BC CALC@,BC FRAMER®,AJSTM" Connection design assumes point load is'top-loaded'. For colthection design of'side-loaded' ALLJOIST@,BC RIM BOARDTM,BCI@, point loads,please consult a technical representative or professional of Record. BOISE GLULAMT-,SIMPLE FRAMING Concentrated loads are not considered in side load analysis. SYSTEM@,VERSA-LAM@,VERSA-RIM Connectors are: 16d Common Nails PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 BOiSE" Double 1-3/4" x 9-1/2'` VER 11 SA-LAM®2.0 3100 SP Floor Beam\FB03 BC CALCO 2.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description:SLIDER HEADER Address: Lot 4, House# 109 Scudder Village Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR 1040 Misc: LH � I 3—— I I I BO,3-1/2" B1,3-1/2" LL 1,680lbs ILL 1,6801bs DL 1,757lbs DL 1,7571bs SL 1,680 Ibs SL 1,680 Ibs Total Horizontal Product Length=08-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 08-00-00 40 10 07-00-00 2 Unf. Lin. (plf) "Left 00-00-00 08-00-00 80 n/a 3 ceiling Unf.Area(psf) Left 00-00-00 . 08-00-00 20 10 07-00-00 4 roof Unf.Area(psf) Left.`, 00-0.0-A0 '08-00-00 15 30 14-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 9,096 ft-Ibs 56.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,731 Ibs 51.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load DefI. U486(0.186") 49.4% 2 1 output as evidence of suitability for Live Load Defl. LJ740(0.122") 48.6% 2 1 particular application.Output here based Max Defl. 0.186" 18.6% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 9.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5,117 Ibs n/a 55.7% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 5,117 Ibs n/a 55.7% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM" Notes ALLJOISTO,BC RIM BOARDTM,BCI@, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. Llbr' 1~d a I �2 c I a minimum =2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 r BMSE" Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beam\2nd Floor\FB03 BC CALCO 2.0 Design Report-US 1 span No cantilevers 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description:2nd Floor\FB03 Address: Lot 4, House#109 Scudder Village Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: I i I FT__11-1 I I I I I_3 I< •n. ., �, _ .aR. ..w,,.,.,:: °'* �c .;n�,_�. bS`,,: '�b'itis_,"._ ay,ri:_,=__._�.;.3`ta. �'�W L —.:_'�.., ?rt..—�._'��:i..-� .�.,.r$°�y7 'f," BO,3-1/2" B1,3-1/2" LL 1,568lbs LL 1,568lbs DL 1,802 Ibs DL 1,802lbs SL 1,948 Ibs SL 1,948 Ibs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area(psf) Left 00-00-00 09-06-00 40 10 05-06-00 2 ceiling Unf. Area(psf) Left 00-00-00 09-06-00 10 10 11-00-00 3 roof Unf.Area(psf) Left 00-00-00 09-06-00 15 30 13-08-00 Controls Summary Value %Allowable Duratibn Case Span Disclosure Pos. Moment 11,439 ft-Ibs 71.3% 115% .`; ' 13 1 -Internal Completeness and accuracy of input must End Shear 4,104 Ibs 56.5% 115% 2: 1 -Left be verified by anyone who would rely on Total Load Defl. U322(0.337") 74.4% 13 1 output as evidence of suitability for Live Load Defl. U488(0.222") 73.8% 13 1 particular application.Output here based Max Defl. 0.337" 33.7% 13 1 on building code-accepted design properties and analysis methods. Span/Depth 11.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 5,317 Ibs n/a 57.9% Unspecified or ask questions,please call 61 Post 3-1/2"x 3-1/2" 5,317 Ibs n/a 57.9% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM, Notes ALLJOISTO,BC RIM BOARD TM",BCIO, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMT"^ SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA•STRAND@,VERSA-STUD@are trademarks of Boise Wood Products, Connection Diagram L.L.C. b —d—� a 15( T. c J a minimum=2" c=5-1/2" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 i BOiSE" Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\2nd Floor\FB01 BC CALC®2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description:SECOND FLOOR AT BEDROOM#3 Address: Lot 4, House#109 Scudder Village, ,. Specifier: Joe Madera City, State,Zip:Hyannis,MA Designer: JB Designs Customer: Jacques Morin,Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: i4° ',r,+, ' 's nis�y '.r +�' '�"u p9'b �` s 'v`.. 14-00-00 BO,3-1/2" 81,3-1/2" ILL 2,860 Ibs LL 2,870 Ibs DL 2,333 Ibs DL 2,159 Ibs SL 2,078 Ibs SL 1,772 Ibs Total Horizontal Product Length=14-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 14-00-00 40 10 07-00-00 2 Conc. Pt. (Ibs) Left 00-00-00 00-00-00 900 1,745 2,078 n/a 3 Conc. Pt. (Ibs) Right 00-00-00 00-00-00 910 1,571 1,772 n/a Controls Summary Value %Allowable Duration case Span Disclosure Pos. Moment 8,345 ft-Ibs 39.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 2,154 Ibs 22.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U443(0.367") 54.2% 1 1 output as evidence of suitability for Live Load Defl. U575(0.282") 62.6% 1 1 particular application.Output here based Max Defl. 0,367" 36.7% : 1 1 on building code-accepted design properties and analysis methods. Span/Depth 17.1 n/a i` 1 Installation of BOISE engineered wood products must be in accordance with %Allow %'Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3.1/2"x 5-1/4" 7,271 lbs n/a 52.8% or ask questions, lease call Unspecified q p 131 Post 3-1/2"x 5-1/4" 6,801 Ibs n/a 49.4% Unspecified (800)232.0788 before installation. BC CALC®,BC FRAMER®.AJSTM Notes ALLJOIST®,BC RIM BOARD-,BCI6, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM" SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b r -d---- a i o 0 c e 0 0 0 a minimum=2" c=4-1/2" b minimum=3" d= 12" e minimum=3" Calculated Side Load=350.0 plf Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads,please consult a technical representative:or professional of Record. Nailing schedule applies to both sides of the member. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 I , s 14 Double 1-3/4" x 14" VERSA-LAIR@ 2.0 3.100 SP Floor Bear%1\2nd Floor\FB02 BC CAL CC 2.0 Design Report-US 2 spans.1 No cantilevers 1 0/12 slope Thursday October 29,2009 08:41 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description: 2nd Floor at Master Bedroom Address: Lot 4, House# 109 Scudder Village Specifier: Joe Madera City,State,Zip: Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: i i i_ I ..I_ ! t��.�� at 'RYA� ar � ..�� .,:_.,..r .. tzk".a.s3..v,,.:..x3+�G .,�:•' ,o. 3..�g�.2,.:,u�x:�a...�}A...� .,�...'.� '�.*^.:+�, � --,a:;. ��Y:�"g�F,. :��, ���I 60, 3-1/2" B1,5-1/4" LL 1,071 Ibs LL 2,639 Ibs B2 DL 2,227 Ibs DL 5,540 Ibs LL Ibs SL 2,178 Ibs SL 5,418 Ibs DLL 0 0 Ibs Total Horizontal Product Length=18-02-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 18-02-00 40 10 02-00-00 2 Unf. Lin. (plf) Left 00-00-00 18-02-00 60 n/a 3 ceiling Unf.Area (psf) Left 00-00-00 18-02-00 10 10 11-00-00 4 roof Unf.Area(psf) Left 00-00-00 18-02-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 14,087 ft-Ibs 42.2% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -16,635 ft-Ibs 49.8% 115% 2 2-Left be verified by anyone who would rely on End Shear 4,048 Ibs 37.8% 115% 13 1 -Left output as evidence of suitability for Cont.Shear 6,392 Ibs 59.7% 115% 17 1 -Right particular application.Output here based Uplift 1,695 Ibs n/a 13 2-Right on building code-accepted design properties and analysis methods: Total Load Defl. L/681 (0.234") 35.30% °` 13. 1 - Installation of BOISE engineered wood Live Load Defl. L/1,143(0.139") 31.5% "' products must be in accordance with Total Neg. Defl. -0.02" 4.0% 13 2 current Installation Guide and applicable Max Defl. 0.234" 23.4% 13 1 building codes.To obtain Installation Guide Span/Depth 11.4 n/a 1 or ask questions,please call (800)232-0788 before installation. Allow %Allow BC CALC@,BC FRAMER@,AJST" Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO, BC RIM BOARDT"^ BCIO, BO Post 3-1/2"x 3-1/2" 5,476 Ibs n/a 59.6% Unspecified BOISE GLULAMTM SIMPLE FRAMING B1 Post 5-1/4"x 3-1/2" 13,597 Ibs n/a 98.7% Unspecified SYSTEM&,VERSA-LAM@,VERSA-RIM B2 Hanger Load n/a -107 Ibs Unspecified n/a Hanger PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDs,are B2 Hanger Uplift n/a 1,695 Ibs Unspecified n/a Hanger 9 trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 1,695 Ibs found at span 2-Right. (Votes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 2 i BOISE" Double 1-3(4" x l4" VERSA-LAM@) 2.0 3100 SP Floor Beartnl2nd Floor\FB02 BC CAL C@ 2.0 Desian Report-US 2 spans No cantilevers 1 0/12 slope Thursday, October 29,2009 08:41 Build 287 File Name: J Morin Lexington2 Job Naone: Lexington 2 Description: 2nd Floor at Master Bedroom Address: Lot 4, House# 109 Scudder Village Specifier: Joe Madera City, State,Zip: Hyannis, MA Designer: JB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must a be verified by anyone who would rely on I output as evidence of suitability for particular application.Output here based on building code-accepted design r= properties and analysis methods. Installation of BOISE engineered wood ..1 • products must be in accordance with i current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 10" (800)232-07a8 before installation. b minimum=3" d= 12" BC CALC@,SC FRAMER@,AJSTM, Member has no side loads. ALLJOIST@, BC RIM BOARD-,BCI@, Connectors are: 16d Common Nails BOISE GLULAMTm,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 i 80OSE" Double 1-314" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALCO 2.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Thursday,October 29,2009 09:47 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description: 2ND FLOOR AT STAIRS RT SIDE Address: Lot 4, House#109 Scudder Village Specifier: Joe Madera n City,State,Zip: Hyannis, MA Designer: JB Designs /✓� Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2, �d'h.: ".# � s ��`�, �`t ,� �»n, �'��' `'�.�'r�',:e.air�" `. s+' k•'�`.. _ "� �;w�°,q��, s . �, „_�..Ffs�:eix �"�sdt. 'a a.._a�..,.,. Zp`Ci.� ._'� ,..f,+ t��. �t�^.,•tr;-, � t_ � ..�"��,��,. �, i� t s�i;.:., ��,a'�'��a � e 3 05-03-08 BO,3-1/2" B1,3-1/2" LL 483 Ibs LL 1,459 Ibs DL 874 Ibs DL 2,972 Ibs SL 774 Ibs SL 2,777 Ibs Total Horizontal Product Length=05-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 05-03-08 40 10 01-00-00 2 Conc.Pt. (Ibs) Left 04-00-00 04-00=00 1,730 3,720 3,551 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,185 ft-Ibs 21.5% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -5,829 Ibs 54.4% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. L/4,039(0.014") 5.9% 2 1 output as evidence of suitability for Live Load Defl. L/6,868(0.008") 5.2% 2 1 particular application.Output here based Max Defl. 0.014" 1.4% 2 1 on building code-accepted design properties Span/Depth 4.1 n/a 1 Installation ation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 2,131 Ibs n/a 23.2% Unspecified ( ask questions,please call B1 Post 3-1/2"x 3-1/2" 7,208 Ibs n/a 78.5% Unspecified 00)232-0788 before installation. BC CALC@,BC FRAMER@@ ,AJSTM, Notes ALLJOIST@,BC RIM BOARDTM BCI D, BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM@,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@are trademarks of Boise Wood Products, Connection Diagram L.L.C. L�b f- r d--� i c i a minimum=2" c= 10" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 noises Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALCO 2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,October 28,2009 16:37 Build 287 File Name: J Morin_Lexington2 Job Name: Lexington 2 Description: F801 Address: Lot 4, House#109 Scudder Village Specifier: Joe Madera City, State,Zip:Hyannis, MA Designer: JIB Designs Customer: Jacques Morin, Bayberry Building Co. Company: Shepley Wood Products Code reports: ESR-1040 Misc: TF > �..y,G r 9 sf sn. ,� nr� ,;� R�'7 £k. ..s in roiyl�+GMO ye, .� 113-00-00 BO,3-1/2" B1,3-1/2" ILL 910 Ibs LL 910 Ibs DL 1,745 Ibs DL 1,571 Ibs SL 2,078 Ibs SL 1,772lbs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-00-00 20 10 07-00-00 2 r1 Conc. Pt. (Ibs) Left 06-00-00 06-00-00 2,175 3,850 n/a Controls Summary Value %Allowable Duration.: Case Span Disclosure Pos. Moment 23,211 ft-Ibs 43.26/6 115% 2 1 -Internal Completeness and accuracy of input must End Shear 4,325 Ibs 31.4% 115% " '' 2 1 -Left be verified by anyone who would rely on Total Load Defl. U929(0,162") 25.8% 2 1 output as evidence of suitability for Live Load Defl. U1,467(0.103") 24.5% 2 1 particular application.Output here based Max Defl. 0.162" 16.2% 2 1 on building code-accepted design Span/Depth . 1 properties and analysis methods. P P n Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,733 Ibs n/a 51.5% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,253 Ibs n/a 46.3% Unspecified (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJST"" Notes ALLJOISTO,BC RIM BOARDT-,BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMT" SIMPLE FRAMING Design meets Code minimum(U360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. a .s • a minimum=2" c= 14" b minimum=3" d= 12" Calculated Side Load= 105.0 plf Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads,please consult a technical representative or professional of Record. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 S11°59'02"W 108.66' Lot 4 N O Cli Area=10,000f Sq. Ft. Or 0.23f Acres W Ci i 26.5' cn � rri co v N J C CONCRETE `n m FOUNDATION 24.9' �o U, N12'43'16"E 108.65' uumuuNER LANE DCE #03-123 PLOT PLAN OF A DWELLING UNDER CONSTRUCTION PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 109 SCHOONER LANE HVANNIS, MA SCALE : 1" = 20' DATE : DECEMBER 11, 2007 REFERENCE : ASSESSOR'S MAP 272 PARCEL 203 PREPARED FOR: LOT 4 PB 610 PG 95&96 ERRY BU11DING I HEREBY CERTIFY THAT THE STRUCTURE OF R, SHOWN ON THIS PLAN IS LOCATED ON THEass'e OIs� GROUND AS SHOWN HEREON. o (�IIE'L s. DA s�s ft I off oe-3s2-as4t A. DANIEL fox W8 362-SM i J us A. I OJALA N down cope engineering, inc. a� >?� N . 098 CI19L ENGINEERS 1 /0 LAND SURVEYORS SA 939 Moin Street — YARMOUTHPORT, MASS. DATE REG. e`�~' VEYOR r _ ° Y1E 24d6�-'AA L-L . k_.._ i.. - .. SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE j FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ,_ ,_____._ _ CARBON MONOXIDE ALARMS - MUST BE INSTALLED PER _ . MASSA CHUSETTS BUILDING CODE - - ram. .• � : 4 : t S �� K.L yGL3On���� I' z: SGALE::._I/!1 "PROVED BY: AWNBY DATE: REVISED DRAWING,,ryryUMBER - I ------: 4. El 77 i I j z I - --- t -77 f 1v itu��6-ic�Ai .._. .� ... A PPROVED BT. .. - .__ SCALE:- .DRAWN BY - Lill ...._. REVISED - c _.. .... DRAWINGNU BER e 1 1 f r -----. 1 =s t[3 l S� t< C3 4 i 7 i ! g ; �i /' �• i I I �^ r �g ,l tD � V 1ITi41 � , • � �. � �` �@.Cam►t�k j�ttt� - a o j{ 1 't o V, Ly`�.Ik-..t+.t.�2CsC;/v�_ _ -.. x �t1 �•r �-,� r t a • I s I x i g.rn t�,•b" 1t o. f t�:� . ATE. APPROVED BY: I F DRAWN BY _ .r D REVISED - ' ,.DRAWING NUMBER � �. } I I s S3 i { i I , C�l { +.... APPROVED BY: - - �- SCALE:'-A'-�Lf -1().•_._.. DRAWN BY DATE: REVI5ED 2Q.u 4-1 } } , F s^ ; 6 Tt i i tr m f �[ 1 0 i ^OD Qt ; �` - ark $111CT:NC�ICC abl 2klQ-_ s 4 F ,,.: Ci � s C Cvf`7eCspt�.vf[1'r:olZ-�u`, r 1 .n m i + ���� �'Yw4 r h-f;�re�etg ej Ln m # a _ 1 w • t I Ln LD [ f M - 1 3 , • CT � ?23''I: a�.6«-io"fS[za� i 3"�. ( [-1-Q.. '[: 'A,.. .SCALE: APPROVED BY: - .. .. , sue.., ¢� ss � � - :DRAWN BY ,x I MMI.Gs t'UL�SOCN I'r x 0 w DATE: REVISED , DRAWING NUMBER - :::`:. -P,„f"'N-� Z�—.P, 0QlSTr III j( I l l :ILK csJf'it d �,Sd_ (i 12 .z: 2aL ;; � :• _F3'CtS�iCf1(xi1+?-.....__ KT2� ,� ,�- j, , a }u 1 • it u } � � �. � ? � � � ,� 3 -.. �i--- r - __ _ •___._ J j C7 _ d 1v �! � d � � i� {� � 11 �� �f 3• 1 � �� '�II` �� � {��'�; r ,,� - 8 t a74`Td ._&tom?Ecc�gt .:� 2s�L�2 �1CUlST5-Ita_22,c•? <3 t � � f � ii� :sN s ' ,t "'��"�="'i _•---_-'��-__- .t �'�j a i� ��� j c �' ttt - Mill � --Fl: { - — .._:• � "; +� � i ° �; � i S( 1' iT�xs�i+s F't� �Y \r�}:�-:'_ L All ' i"76�iv,JG\,.-3�_l.!-'1� '_t n�..�?J f^c.Tt T'•,Ci+J� Q.1,ST Kll...��.5 .... X APPROVED BY ' -SCAIE.''�-{ ,t C�•.. '.DRAWN BY ' .. USI. J.-� �in L.3�EL'!�'{J:..�t.eh.,... .....:.. ... ...-.. ........ .. ..... ... .......... ... ......._.. DATE: .___. ..... -.�.... REVISED .._ DRAWING NUMBER d - _ - f # FF r - - g — - — = 7 i 1 -j' 1 I Ell _ 1 1 . 1 , I _.x _ _.. APPROVED BY: - ,DRAWN BY REVISED ; ' . _..... .... - - x .. ... ... _... «.. DRAWING/ BER v • _.._._ O - c.— .. a:C � i.�..,- .. .....•} �._. t' IL A tA �i (( i c. 3„ tt; ,¢ t,. .Ij �f �5 y }� j;. r (� � �t #xj}J. !: �—TSk�f�3�•U _ 4 it � j It 1II )i 1 1{ � �� , 1 a �. ., t • t , r>I - - - .. " SCALE: APPROVED BY: - DRAWN BY DATE: REVISED "'-" DRAWING NUMBER • M j o a ® n o a" ASSESSOR'S MAP 272 PARCEL 203 LL..CC w'D�L.1V NOT ALL SYMBOLS A' A' SUMMARY �/ ARE UTILIZED. ZOI I G V M/�R 1 O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' S11'59'02"W �Oo WATER GATE VALVE MIN. . LOT WIDTH - , CATCH BASIN MIN. FRONT SETBACK 30' 108.66 N O MIN. SIDE SETBACK 15'. Lot 4o C 5 rJ�- PROPOSED CONTOUR MIN. REAR SETBACK 15' rea=1 O,000f S Ft. SIGN ZONING DISTRICT: PI — AHD Or T„ MIN. LOT SIZE 10,000 S.F. 0.23f A @S TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) `D J MIN. LOT WIDTH 65' W rn! 0 cLEANouT cn MIN. FRONT SETBACK 15' � . DECK MIN. SIDE SETBACK 10' IT1 \6 6�XISTING CONTOUR ' 35.3. N �' r MIN. REAR SETBACK 20 C EXll7 tO/7 2 Ln 4 66.5 PROPOSED SPOT GRADE g _ SITE IS LOCATED WITHIN THE m GROUNDWATER PROTECTION ,OVERLAY & AP PRO PO ED � APPROX. TREE LINE DISTRICT 33.0 HOU E + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C e Q 29.3' `''� (FEMA FIRM PANEL# 250001 0005C) 9-19-85 M:4 's OP FN :_ I PROPOSED LEACHING PIT REFERENCE: NV. 66.9 ` 6'X14' EFF. DIA. PITS �`� : ,� PB 610 PG 95&96 61. 1f S SEWER LINE �J °'- � IDEN I V�I WATER LINE S TIAL SITE PLAN N12°43'16"E CD N 11 108.65' N12°43'16' G GAS LINE i PREPARED FOR: E E E E E i E U.G. ELECTRIC ANTIQUE STYE POST LIGHT BAYBERRY BUILDING S S S a LOCATION : LOT 4�4109 SCHOONER LANE -SCH?ON D� 66 -pq SCALE 1 " = 20' DATE : 6-29-07 u SHEET 1 OF 2 ij OF H OF Mgss� DANIEL CyGN off 508-362-4541 DANIELA. A. fax 508 362-9880 r o OJALA �, " OJALA N CIVIL o.40980P down cope engineering, inc. 48502 F s�o`' sr . �o pF p !y �Oc� / C/1//4 ENGINEERS s STE Scale:1 20 G� S E Z910 7 LAND SURVEYORS SRO EN 'OJALA P.L.S. P. DATE 939 Main Street - YARMOUTHPORT, MASS- 0 10 20 30 40 50 FEET JOB # 03-123 03-123 PROF-DWG DAO GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING PLASTIC COVER THREADED CAP TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE TO GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR IN MULCH GRADE EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ISLAND AT 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE HOUSE TYP. PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. w ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6-TO 4" REDUCER o 0 BARNSTABLE HEALTH REGULATIONS, AND J BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA 8"X6" WYE INTO MAIN I o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK ri 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. 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.) LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2% MIN. FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED 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.) (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SER VICE LINES 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. [ 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED RESIDENTIAL SITE PLAN 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) t LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING ' H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUGt1 VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 4#109 SCHOONER LANE POURED CONCRETE DONUT 1.5 cu.FT.f DATE : 6-29-07 R H OF k4 SHEET 2 OF 2 c 4.0"0SCH40 PVC �� DANIELA. �N U OJALA off 508-362-4541 14 CIVIL °' fox 508 362-9880 4"PV N0.46502C AT 2% MIN. SERVICES V- � .p down cape engineering, inc. CLEANOUT DETAIL ClVIL ENGINEERS G/Z/ H-20 FOR USE IN PAVED AREAS LAND SURVEYORSDANIEL A. OJALA P.L.S. P. DATE UTILIZE PLASTIC COVER IN LAWN AREAS 939 Main Street YARMOUTHPORT, MASS. JOB 03-123 03-123 PROF.DWG DAO