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Home My WebLink About0018 WHITE PINE LANE lie V gyp,. 112333 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # �. 06 ZZ Z Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 3� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 18 White Pine Lane Village Centerville Owner Charles MahPr Address Game Telephone 508-775-0085 Permit Request inGiOatP PxtPrior walls and basement rei1ing Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1508 Construction Type. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family-❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new ` 7-11 Number of Bedrooms: existing _new - C) Total Room Count (not including baths): existing new First Floor Room Count -- Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ? T7 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:ca?YesµO No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑cnew Isike_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name RISE Engineering Telephone Number 401-784-3700 Address 1341 Elmwood Ave, Cranston, RI License# 100459 Home Improvement Contractor# 120979 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 41�111 ~ DATE c Erik Nerstheimer for RISE Eng. Jy I FOR OFFICIAL USE ONLY l 'T APPLICATION# DATE ISSUED _ t MAP/PARCEL NO. j ADDRESS VILLAGE t , F OWNER 4 DATE OF INSPECTION: FOUNDATION; FRAME INSULATION A FIREPLACE ELECTRICAL: ROUGH FINAL -y i PLUMBING: ROUGH FINAL r :GAS: £fr ROUGH rn�n FINAL FINAL BUILDING= .s i t i 1 f DATE CLOSED OUT r` ASSOCIATION PLAN NO. f - f I TOWN OF BAR STABLE R I S E 2013 MAY 10 AN 11: 19 Division of Thielsch Engineering,Inc: 1341 Elmwood Avenue ENGINEERING -Cranston,Rhode Island 02910 DIVISION May 1, 2013 Thomas Perry, CBO / Town of Barnstable - Building Division 200 Main Street. Hyannis, MA 02601 Re: Insulation permits Dear Mr. Perry, This affidavit is to certify that all insulation work completed for 18 White Pine Lane has been inspected by a Building Performance Institute (BPI) certified Professional. All work performed meets or exceeds Federal and State requirement. Sincerely, 1 1640z� Erik Nerstheimer Supervisor of Installations, BPI certified'Building Analyst Professional and Envelope Professional, RISE Engineering, a division of Thielsch Engineering, Inc. 1341 Elmwood Avenue Cranston, RI 02910 401-784-3700 •800-422-5365 •Fax401-784-3710 RISE ENGINEERING Federal ID#05-0405629 A division of Thielsch Engineering RI Contractor Registration No 8186MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,R102910 (401)784-3700 FAX(401)784-3710 ry CONTRACT .' Page 9 r - THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING - - -ENGINEERING AND THE CUSTOMER FOR WORK AS s DESCRIBED BELOW CUSTOMER - _ .. Client S -• . PHONE . DATE• - Charles L Maher .(508)775-0085 10/07/2010 112333 SERVICE STREET BILLING•STREET - 18 White Pine Lane 18 White-pine Ln SERVICE CRY,STATE,LP - BILLING CITY,STATE,LP Centerville,MA 02632 Centervil,MA 02632 - OCT 1 9 20 U li JOB DESCRIPTION RISE Engineering will provide labor and materials to insulate the back of the attic door with 1"rigid foam board and seal the door a ge wl weatherstripping to restrict air leakage. n $100.00 RISE Eng ineering eering will provide labor and materials to install blown in Class 1 Cellulose to<<QTY>>square feet of exterior walls through a surface drill and plug method. Plugs will be spackled and left in a relatively smooth'condition.Finish sanding and touch-up priming/painting will be the customer's responsibility. Invoicing will occur upon completion of installation. Subsequent to your payment,as an added service, -RISE Engineering will return when weather permits to check for any voids with an infrared scanner. Any,major voids that may be found will be filled at no additional cost. $87.50 RISE Engineering will provide labor and materials to install 1200 square feet of R-19 faced fiberglass insulation to the basement ceiling. $1,320.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for households.where total income is less than or equal to 80%of median income, the Cape Light Compact offers 100%incentive toward eligible measures(not to exceed$2,000 total incentive.). " 411507,§0 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***001 Dollars $0.00 UPON FINAL INSPECTION AND APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF J%WILL BE CHARGED MONTHLY ON ANY UNPAID BALANCE AFTER 30 DAYS.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES , D SIG SE ENGINEERING T �� - - OTE: CONTRACT MAYBE WITHDRAWN BY US IF NOT EXECUTED WITHIN - DATE OF ACCEPTANCE — --'S.� ACCEPTANCE OF CONTRACT.THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE_ DAYS -SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE s q� .1 07 METAL BEAM IO'=::---. SUPPORT COLUMN LALLY COLUMN . - - 209' I 206" ___- ____-�� \ 167- / METAL BEAM I MET . ^� LL—M, -1--- SUPPORT COLUMN P gt qq - EXISTING BASEMENT PI.AM " '1� Can'NIkG.I IB WHITE PINE LN,CFNTF ILLE,.M0.0JA7P, BC-BB PARTNERS - iow!acuG�e snsecenmkron.e¢ozus ......W'm onr¢, 01/09/2021 G.I—v DEN I. I FAMILY(UYING ROOM It^ KITCHENy, - - - GL r—_ ON GARAGE ;y „._ 40 `- - HALL � En 5e x .— ..-.. ..___......_�...w...�r.—___.R._ s CL DINING POOH i OP 4 wt ' EBC-8B F-.SET'1R FLOOR a lPLAN O3nm.10.2 IBWH.ITEPINELN,CF TNERS u ... NTF.RVII.I,F.,BIA O]4J2 01/09/2021 ARCHITECTURAL NOTES: - - 1. NEW WINDOW IN THE DINING ROOM ANDERSEN 400 25XW16.2'11"15/16X5'11"7/8 -OR CW26.4.8•'1/2 X5)1"7/8 e �r---.. IA7.171 . • AI. NEW WINDOW KITCHEN - ° FAMILY/UVINC ROOM '7:7 ON i CL DINING ROOM m -- 6 _ GARAGE __ CL HALL ' CL r -j L b, J ' ~1= f_. . I. 14'3'=171 PROPOSF.01-STFI.OR PLAN CRn'kIN,;3 18 WHITE PINE I.N,CF.NTF.RVILI;F.,MA 07432 BC•68 PARTNERS - - - - _ ,.. ., mwucr,.eira�Pa:r.aewnroh,m:@Ib r: .gate _ m,c 01/09 2021 STRUCTURAL NOTES: FIELD VERIFICATION OF ALL DIMENSIONS REQUIRED 1. VERIFY THE FOUNDATION UNDER THE EXISTING COLUMN 2. ALL LUMBER SHOULD BE OF CONSTRUCTION GRADE OR BETTER 3. USE SIMPSON GALVANIZED HANGERS AND NAILS PER SIMPSON SPECIFICATIONS - 4, ALL CONCRETE Fc s 3000 PSI _ S. ALL LVL Fb-3100 PSI 6. TYPICAL POST 4X4 PSL(UNO) - 7, B1 3-1.75 X 14 LVL OR W B X 24,Fro 50 KSI S. 82 2-1.75 X 9.5 LVL " POST 4X6 PSL 9. PROVIDE BRACING OF ALL COLUMNS(STEEL AND TIMBERI AT EACH FLOOR LEVEL. -' - COLUMN GOWN 10, DOUBLE JOISTS UNDER NOT LOAD BEARING PARTITIONS. - _ .- /- 11. ALL COMBINED LVL PILES SHALL 8E CONNECTED PER MANUFACTURER SPECIFICATION - FORSIDE-LOADED ASSEMBLIES. •" /` - I KITCHEN 82 !/ SECTION A•A I DININO ROOM 25 X2.5 X12" CL WITH 3 03 EACH NEWB1 M , GARAGE CL CL R2 - _..i.. + \ HALL �\ ' I HEADER - NEW POST 4%b PSL - ' HEAOE_R !\� iI G2 _ FAMILY/LIVING ROOM TYPICAL POST4X4 PSL ' EXISTING LALLY COLUMN •yT'" NEW FOUNDATION ° Ss 'ti WITH 3 05 EACH WAY +e . EXISTING SLAB FLOOR PROPOSF,D PI.4N/STRDCTURAI, di/tktHC,A 19 WHITE PINE,I.N.CF.NTF.RVRLE,MA 02632 9G68 PARTNERS t _ ton!.cEmLE sracet earoaroa.su ottae:;so.r,;.um o E 01/09/2021 =cue.ua•.r .