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HomeMy WebLinkAbout0035 STRAWBERRY HILL ROAD ', r 9 iZ e. } r �.. +FJ p r. it " L`..r, ° v rxY'� Yak . a�4;; P } raeii, j" j, q,,�{py ,,, r. '.l.P, ✓ "•'� 1 .-� 'r^�- A. ) ,�'� +f.,c�,.lr �y'.. r,. �, �! ! s6..[ �r r. f� :, ,:. a _..,. .:q, .rl - -, dl i. „ta .a, .,:t ib `}'' r ';a''. . /J +( t.9. 4)! , i �fafi� a #r r 4 4 :.C'.J. a ICI titi.,O' v ..v ,'+4 '�" .'O#�t +f..•':",. 35A4. "VT.', S 6 '.;A` ,'.- .fin,`... 'ii:._ ;. i.. Ne{�}�! r, ,, ,,w y�r, r : <+,+s "t +' { i�+ r; �r f �r.. �/�„i•,� i Astij� t '' ', ".f. LL 1'VI t'i'rll,;�i..y'S �� I.'��9 } L� t� �1 i . ;,4: `71: C. F i olo 7'1y -1" r� P f i add � �N.. " y 5, ✓ K' ` +,�,qul ,4('• �,rF d .. a,gyp�: {: y s � �# r:;�:., i„s [¢ rt ". .�Fy 'y 1' !" jq{j�1,^ _ v`�.,y.i .ai l'}: f i, 'V.7; f•. .'}}'+ k". (':1,,1y +L"."F 1.,.fi ! „''Y'rs�' .:+. R, 9 'Ir.��a P,FIP.i.;4! J r.t •, _ t a .:��U'.��� . „ _ J!. ' t ! -,g. F .' t =y c - d fy: .: f 1, b } I 1 irf yyy' i t ' S j F!—,` % AJ i .dy, 1 1.. t C _ f I J <jy 11 Y (lz r'p ..ti� '41' - kP E 1 ) '�- 5 r- ` tf 'ty�i l . 37 . .r y`:`, ! :f:'� U t r' �'; W,' 7 ¢ j}44 j. :`t ,'' i' a , •.,x�o f 5.: .. r�. t P i .. ;:, , ., y l�' - 1, 1; j t. 4,:;3:., S fi f 1i 7 ;I "', 1 f �' 1r 0 kli Y -/. t _ # fax ,t' ;". K a a 0 ?':.� ," 1 J"' .i'', `' .5:i ;1 'li: t. t 1 a �`z 6 hh y., 'F F r I,,, .frij { d r ��' "I R : *, I yi II it t ,� f- - • .i t �[ q .11 o 1 A. I T I r LLA 1 I A�� ! � F �= L1% five FVg0j0tEWQ �►�SPeGt eod7 for �S� 7orc�w�Opir� ►Ir M c`K E N'Z ,E Tuc��«y� O c r,. WfLa - E.NGINEERING August 22, 2011 ah n FCOacC , CONSULTANTSo� 2 j(�( ,structural civil environmental Mr. Matthew Anderson08 6y 4Y Anderson Framing.& Remodeling 241 Route 6A East Sandwich,MA 02537 .k,. RE: Generic Sill Plate Anchoring Requirements Usin Titen:HD Mechanical Anchor Bolts M. Dear Mr. Anderson., McKenzie Engineering Consultants, Inc has completed a review of the Simpson data x� r and literature to determine the requirements for using their Titen.HD anchor bolts in � �� lieu of the standard J-bolt anchor bolts. � �, a ,w If the 5/8"`x 6"Titen HD bolts are used,they can be substituted at the same spacing as � 3 F specified for standard anchor bolts. In order to provide equivalent connection to the foundation using '/2"x 6" Titen HD concrete anchors the spacing between bolts must be n reduced by 20% (i e if the spacing was 60"o/c with,5/'8 bolts, the spacing would need to be 48' o/c for %z" bolts). These. sizes are based on attaching the bolt to a single sill plate. If using a.double sill,the length needs to go to 8 The use of 3x3x1/4 plate d , washers is still required in all,applications. *` stti If there are any questions, feel free to give me a call. Sincerel , l MARK A, , Nid- E, s l4c tip. IVIL i rk A. Mc P.E. . es.,.McKenz 1 nsultants, Inc. i `Y of W� 5Y 2.pgp ;qk y( ,42 u ,ti k (f ( 2 r Xj t 7 i d Z 1279 Millstone Road ' Brewster,MA 02631 t 774.3532144 # +Yt J lsti' la., 1 sly f 774.35121.42 www.mckengineers com M LOT 2 N78 53,2p LOT 3 76, 02' LOT 143, 316' 00, t" �;>'-- HSE._- ,O clv LOT 36 �1 RES. ZONE. "RE"' This MORTGAGE INSPECTION Plan is For FLOOD ZONE.- "C" Bank Use Only TOWN: _CNN� RL�E _________ REGISTRY OWNER: LUISE GORDIEWITSCH ___________ DEED REF: _L322/��a_______—_BUYER: MICHAEL_CA_R1_Y--___________________ DATE: _919196 ----------- PLAN REF; _215L87 __________SCALE:l"= 30'___FT. I HEREBY CERTIFY TO NgKt__Easton___a_v_i_ngs ___ x� --Bar�l---------------------- THE BUILDING `�N OF YANKEE SURVEY SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS PAUL CONSULTANTS SHOWN AND THAT ITS POSITION DOES _ — CONFORM TO THE ZONING LAW SETBACK REQUIREMENTS OF THE A 40B (SUITE 1) TOWN OF _—_BARNSTABLE_____ a MERMHE1+W INDUSTRY ROAD __AND THAT IT DOES_ NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD 90�� 9F 32088 MARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED_?%,/9Z __ '"so cis TEL: 428-0055 C ommunity—Panel .250001 0008 D gat �� FAX: 420-5553 - __ THIS PLAN NOT MADE FROM AN TRUMENT --_- SURVEY, NOT TO BE USED FOR FENCES, ETC. 51031 DPG TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` Parcel 0 J 7 - Application # ~� (�o �7 Health Division Date Issued `` l Conservation Division Application Fee Planning Dept. Permit Fee "�a• C2� Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 35 S1(a,w bete-�j R cA Village C_r_n e,V:11-e_ Owner Fr-rdrick � Mo,,Ayeen IJfOneij vV Address Telephone 5 P ��" a Cot r "Al Permit Request vco��sirc�c� a i i v) .0 P7e. 60(45e a/�1�( cvlctoSe a o"60 � L) J&C, l } ynTO cx `2 �So,7 ✓ook2ns 6 0_a �le�i��f /. � a !Pra✓� - 1 �ia�� oL&4 vjcpeicrere Fo4 41 cV 1 Sea ctond Tho Fru w_B Lv;11 be C vvoe. Ind H-0-( be.troos+. wo tt t 1 < i be ctsr trS a S� 1=n o°•1 r Square feet: 1 st floor: existing '7 proposed q 2nd floor: existing 5 2® proposed Total new `�f 6f Zoning District Flood Plain Groundwater Overlay " Project Valuation . Lf 5'c Construction Type ��� �yaw►e Ca�venTiQn� �,, 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 'P No On Old King's Highway: ❑Yes gNo Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) `�4, Number of Baths: Full: existing - new Half: existing t new // Number of Bedrooms: 3 existing L new Tafd` w��! C e `} ctr�f e� co��p�s/o� �f ` Oj./ b-JVva,-- tetra �e rf /pt Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0,Gas ❑ Oil ❑ Electric ❑Other Central Air: .Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Iv Recorded ❑ -•-� --� , < 'f :E Commercial ❑Yes to If yes, site plan review# CD G� Current Use iv)& r aw.; { om•e Proposed Use 1 u APPLICANT INFORMATION (BUILDER OR HOMEOWNER) pp n co ro Name �T Alvvvv Tr. rode Po7 S 8_,, r; 5Telephone Number Address 15144 1100('l(A �s�( License # CS �►�1�� �� �0 Home Improvement Contractor# 1,4770 Worker's Compensation # [1/C©`{��6y4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO l���w1�,r��j S .. facI i F !� �Pro.�e�( '0 aG' e Con S i rac~, �e�c� SIGNATURE DATE j '�� { \ FOR OFFICIAL USE ONLY f 'APPLICATION , J � } # � gDAT ISSUED MAP/PARCEL NO ` ADDRESS VILLAGE / OWNER � - ( ; I DATE OF INSPECTION: . FOUNDATION | � IZ16/1 ' FRAME £ QQI21sl1Re, . $ INSULATION . } FIREPLACE - ¢ � } ELECTRICAL: ROUGH FINAL } / . . , PLUMBING: ROUGH FINAL \ GAS: ROUGH FINAL \ FINAL BUILDING . \ \ . a DATE CLOSED OUT ; \ ASSOCIATION FLAN NO. .\, . . . . . . . � fC ofVE11 Town of Barns;table o � Regulatory. Services . e BARHs ABLE, ' Tbomas.F, Geiler, Director MASS. ,g s639. "N Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.nia.us. Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: b0N' 1�12TY Nlap/Parcel: o�-�(e D3'7 Project Address 35 YMAwt3EPW kUV,, Builder: 40 The following items were noted on re-vie-wing: AS 13Ua-LT' -.SLtP-VEY REQuXAED W4CP FOUtuDA-Midol W Pk—A .E. Z TErAPER-eb G4Ai R.e t .Ta RAI-Athous LocX-TICAS 3 5�ApPo2G �oo->��JG rv�kS� c3Et�nn �' 13CLoW Gp.#tD 1 Reviewed by: Date: �Torms:Plnrvw The Commonwealth ofMassachusetes Department of industrial Accidents Office of investigations 600 Washington Streee " Boston MA 6217.1.1 Workers' Compensation Insurance Affidavit: A licant Information Builders/contractors/Electricians/plumbers Name (Business/orgdni=tion/Individnai): Please Print Le 'b f otnn l otF �� e Address: City/State/Zip: 0Q C o 1 Phone Are on an employer? Check the appropriate box: I• I amm a employer with '3 4. 0 I am a general contractor and I Type of project(required): loyees(111 and/or part-tame).* have hired the sub-contractors 6•. ❑New construction 2.❑ I am a sole proprietor or partcer- listed on the attached sheet ship and have no employees These sub-c 7. modeling ontiz'actor s have wor]aag for me in auy capacity.Y F1oYae and have 8. Demolitionworkers [No workers' comp. insurance comp.insurance I, .9• ❑Brr>7dmg addition 3•❑ required,] 5. We are a corporation and its 10.[]Electrical r I am a homeowner doing an work officers have exercised their ePars or additions Myself [No workers' comp. right of exemption pe 1 l.❑Plrrmbing repairs or additions per MGL insUrence required.] t c. 152, §1(4), and we have no 12 D Roof repairs employees. [No workers' 13.[]Other comp•Insurance required] Any aPPlimut that checks bax#1 must also fin out the section below showing their warkers� t Homoowners who submit this afdmt mchmtmg they are compensation policy information, �Ccntract=that check this box must attached an additional Sheet work and the¢hire outside contractors mast submit a new a$i owia the davit indic �layees. If the sub-contractors ban employees,they most g �e of the sublicy.n mbar.and state whether or not those entities have � Provide their workers comp,policy number. I am an employer that is providncg workers'coerpensafion insurance or infvrrrrariorc f rrzy employees. Below is the poficy and job site Insurance Company Name: Policy#or Self-ins,Uc.# r Q ct q P—C[X� �� ExPiration Date: Job Site Address: Attach a copy of the workers' compensation pofiey declaration page(showing 0L�I—e �e �4 ( Rm"Ure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imp number and expiration datea fine up to$1,500.00 and/or one-year imprisonment, as well as civil imposition of criminal penalties of a Of up to $250.00 a day against the violator. Be Pities in the foffi of a STOP WORK ORDER and a fine Investigations of the DIA for insuranceadvised that a copy of this statement may be farwarded to the Office of coverage verification. . I do hereby c a the airs and en P allies Pefj information provided above is true and correct Si tzzre Y 4 P5 � Phone# O /r� s D�Wcial use only. Do not write in this area to be-completed by city or town official . City or Torn: Permit/Licease# Issuing Authority(circle one): L Board of Hearth 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.PI 6. Other umbiag.bapector Contact Person: Phone#• DATE(MM/DD/YYYY) ACORD CERTIFICATE OF LIABILITY INSURANCE rM 10/03/2011 Tn-1 S CC -P ACATE IS ISSUED AS.A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CEI rIFICATE DOES NOTzAFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCONT AMEACT Gwen Vosburgh Mason & Mason Insurance Agency, Inc. acNN Ext: 781.447.5531 a No:781.447.7230 458 South Ave. E-MAIL ADDRESS: Whitman, MA 02382 PRODUCER CUSTOMER ID#: Brenda-Gillette INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: Main Street America Assurance 29939 Home Improvement Specialists of Cape Cod Inc INSURERB: Phoenix Insurance Co 25623 PO Box 1224 INSURERC: Star Insurance 000204 Hyannis, MA 02601 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 11/12 GV bui1 t REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY MP04936J 09/02/2011 09/02/2012 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE RENTED PREMISESS(Ea occurrence) $ 500,000 CLAIMS-MADE I OCCUR MED EXP(Any one person) $ 10,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY BA2638N65611SE 04/24/2011 04/24/2012 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) S 1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ _ B X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC042864 09/15/2011 09/15/2012 WC STATU- orH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROP RIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 C OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) OFFICER_ IS INCLUDED E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $" 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Residential remodeler CERTIFICATE HOLDER CANCELLATION FAX: 508.775.2887 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable AUTHORIZED REPRESENTATIVE 200 Main St. Hyannis, MA 02601 David H Mason ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD .l' a1' Coverages' and Factors 10/03/2011 Line of Business Coverages for Business Auto Coverage Limits Ded/Ded Type Rate Premium Factor Combined single limit 1,000,000 PIP-Basic 8,000 Medical payments 5,000 Uninsured motorist 20,000/40,000 combined single limit Comprehensive 1,000 Collision 1,000 Underinsured motorist 20,000/40,000 combined single limit Line of Business Coverages for General Liability Coverage Limits Ded/Ded Type Rate Premium Factor General Aggregate 2,000,000 Products/Completed Ops 2,000,000 Aggregate Personal & Advertising 1,000,000 Injury Each Occurrence 1,000,000 Fire Damage 500,000 Medical Expense 10,000 Line of Business Coverages for Workers Compensation 9 p Coverage Limits Ded/Ded Type Rate Premium Factor WC & Employer's liability 500,000/500,000/ 500,000 SMP credit 163.00 5.00000 Adjst. to reconcile-exp 158.00 0.95000 mod. premium Expense constant 338.00 MA DIA 183.00 Terrorism Risk Ins Act 35.00 0.03000 Increased employer's 50.00 liability I �lassal'hUstats- 0cpartnient fit FUMIC �atet% Board of Buildin- Re-ulations and Standards Construction Supervisor License License: CS 69152 JOHN M FALACCI ATO PO BOX 1224 .: HYANNIS, MA 02601 Expiration: 1 211 1/201 2 ("nnunis�ivncr Tr:-: 9186 L 1 ✓lie�dr��aazcaea o�'✓lZassac�i{"� License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: F1;q UP,HOME IMPROVEMENT CONTRACTOR Office of Consumer Registration: .V148770 Affairs and Business Regulation _ Type: 1< 9 10 Park Plaza-Suite 5170 Expiration 10/2W2013 Private Corporation Boston,MA 02116 HOVE IMPROVEMENT SPECIALIST OF CAPE COD - s JOHN FALACCI jf 251YANNOUGH ROAW.„ Not valid without signature — HYANNIS,MA 02061 s Undersecretary Town of Barnstable *Permit# 0?066 Dora Expires 6 months from issue date X-PRESS PERMIT Regulatory Services Feets. Thomas F.Geiler,Director APR 2 4 2006 ,�,� ]Building Division TOWN OF BARNSTABLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number �® Property Address %!esidential Value of Work J ,yam Minimum fee of'$25.00 for work under$6000.00 Owner's Name&Address Contractor's Name /'l t��-�—Y IU�f� Telephone Number � Home Improvement Contractor License#(if applicable) 13FS-YO Construction Supervisor's License#(if applicable) ❑Warkman's Compensation Insurance Check one: . 911 am a sole proprietor 'L] I`am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ;4__Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum-.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg ReNrise071405 77,i -7 q? Michael Tucker CERTIFIED INSTALLER 2 CoyBrook lane license#133580 Harwichport Ma. 02646 508 367 8091 PRopaw 12 AmOQf ary 35SmfffARyHw Rv CDvmwU AAA 0202 WE PROPOSE TO PERFORM THE FOLLOWING WORK IN ATIMELY AND PROFESSIONAL MANNER. REMOVE AND DISPOSE OF EXISTING ROOF. INSTALL NEW LANDMARK 30YR SHINGLES, ESTIMATED AT 15SQUARE-COLOR MOW ld&tP— .ICE AND WATER BARRIER WILL BE INSTALLED AT EAVES,VALLEYS, CHIMNEYS,AGAINST CHEEKS,AND UNDER FLANGES.VENT COLLARS WILL BE REPLACED AND NEW DRIP EDGE APPLIED. FOR THE SUM OF $4500.00. RIDGE VENT ADDITIONAL COST OF$350.00 SOFFIT VENTS INSTALLED TO BALANCE RIDGE VENT$.00 PAPER INSTALLED AT AN ADDITIONAL COST OF$300.00 NOTES: DORMER HAS SOFT SPOTS IN PLYWOOD REMOVE AND REPLACE SIDING FRONT SIDE DORMER$200.00 TOTAL COST OFJOB$5350.00 DEPOSIT OF $1500.00 FULL BALANCE DUE UPON COMPLETION. PAID CK# DATE I HAVE READ AND AGREE TO THE TERMS OF WORK TO BE PERFORMED. SIGNATURE: DATE: THANKYOU VERY MUCH- MICHAEL S.TUCKER ESTIMATE IS GOOD FOR 30 DAYS. . WORK IS GUARANTEED FOR 5 YEARS WITH A PRORATED MANUFACTURE WARRANTY. WE RESERVE THE RIGHTTO REPLACE ANY DAMAGED WOOD THAT INHIBITS THE QUALITY OFTHE JOB,THIS WILL BE BILLED AT$45.00 PER HOUR PLUS MATERIAL. GUTTERS WILL BE CLEANED AND ALL WASTE REMOVED FROM PROPERTY. TUCKER ROOFING IS A SHINGLE MASTER COMPANY m� Board of Building ulatiofis and Standards HOME IMPROVEMENT CONTRACTOR Registration 133580 E�xg�ratto 712/2007 ' Type 0BA, TUCKER ROOFItN,G .. MICHAEL TUCKER�. z r 2 COY BROOK LANE HARWICHPORT, MA 0264fi'� Deputy Administrator TOWN OF BARNSTABLE CERTIFICATE PARCEL;"ID 246 037 CEOBASE In 14965 ADDRESS 35,STRAWBERRY HILL ROAD PHONE W HYANNISPORT ZIP - LOT BLOCK LOT SIZE j DBA .t' DEVELOPMENT DISTRICT CO— ^ PERMIT 25603 DESCRIPTION PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i I CONTRACTORS:ARCHITECTS: Department of Health, Safety ���'' and Environmental Services TOTAL FEES: ' BOND $.00 per CONSTRUCTION COSTS $.00 e; * iARN3TABLE. • I MASS. OWNER CARRY, MICHAEL C '"' i639. ADDRESS 1\ Fp l 279 P90SPECT ST EASTON MA BYILDI Is DATE ISSUED ."09/11/1997 EXPIRATION DATE " TOWN OF BARNST.ABLE CERTIFICATE , . PARCEL ID 7. 8 037 OEOBASE ID 1.4965 ADDRESS 35 STRAWBERRY HILL ROAD PHONE W ,HYANN C SPORT ZIP LOT BLOCKT IE _ - DBA DEVELOPME14T DISTRICT CO PERMIT 25603 DESCRIPTION PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS and Environmental Services TOTAL FEES: :BOND . $.00 :., THE , CONSTRUCTION -COSTS $._00 * LEMMSTABM • MASS. OWNER ' CAR :..- MICHAEL C � �°°� t 16.39. ADDRESS _, Epl A 279 PROSPECT ST EASTON MA BUILDIN IVISION BY DATE ISSUED 09/11/1997 EXPIRATION DATE- " THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT,OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE'CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN"SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRIT-TEN NOTIFICA . TION. NOTED ABOVE. TION. �Za TS_ i Generated by REScheck-Web Software < r V Compliance Certificate Project Title: Master Bedrrom/Bath Addition Energy Code: 2009 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 35 Strawberry Hill Road Fredrick Doherty Kenneth Sadler Centerville,Massachusetts. 35 Strawberry Hill Road KSA design Centerville,Massachusetts P.O.Box 1149 Hyannis,Massachusetts 02601 508-790-3922 capecod@ksadesign.com Compliance:9.1%Better Than Code Maximum UA:77 Your UA:70 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. im I�Y1iGtL'L� taF►7Ga�:►7 ��•av��I�,,•{{yy���� C/LfIG19L•N Ceiling:Flat or Scissor Truss 416 38.0 0.0 12 Wall:Wood Frame,16in.o.c. 135 21.0 0.0 7 Window:Wood Frame,2 Pane w/Low-E 20 0.260 5 Wall:Wood Frame,16in.o.c. 203 21.0 0.0 11 Window:Wood Frame,2 Pane w/Low-E 18 0.260 5 Wall:Wood Frame,16in.D.C. 135 21.0 0.0 6 Window:Wood Frame,2 Pane w/Low-E 36 0.260 9 Wall:Wood Frame,16in.D.C. 16 21.0 0.0 1 Floor:All-Wood Joist/Truss Over Uncond.Space 416 30.0 0.0 14 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 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title � Signature Date . Project Notes: Calculations are for Addition onlyCS#39020 Project Title: Master Bedrrom/Bath Addition Report date:08/31/11 Data filename: Page 1 of 4 r t Generated by REScheck-Web Software Inspection Checklist Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: ❑ Wall:Wood Frame,16in.o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.260 For windows without labeled U-factors,describe features: Vanes—Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.260 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.260 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break?_Yes No Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Project Title:Master Bedrrom/Bath Addition Report date:08/31/11 Data filename: Page 2 of 4 r Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. A. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 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. Materials Identification and Installation: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 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-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 112 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Cj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Master Bedrrom/Bath Addition Report date:08/31/11 Data filename: Page 3 of 4 f Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). 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 space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Master Bedrrom/Bath Addition Report date:08/31/11 Data filename: Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.26 0.42 Door • 1 .. Heating System: Cooling System: Water Heater: Name: Date: Comments: oFV�Er Town of BarinstAle . °� Regulatory Services. r + BA"grAsIA ' Thomas F.Geiler,Director truss. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us " Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section a If Using A Builder W� 6t-fit; caner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address.of Job / Signature of Owner Date Print Name a If property Owner is for permit lease complete the Homeowners License applying P P Exemption Form on the reverse side. L , AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................. I stories 5 2 stories RoofPitch ..........................................................................(Fig 2) ........................................... 5 12:12 MeanRoof Height ......:.......................................................(Fig 2)............... ft <_33' r................................ BuildingWidth,W...............................................................(Fig 3)................................................ ft <_80, BuildingLength,L .......................:......................................(Fig 3).............................................. ft <_80' \� Building Aspect Ratio(L/W) ...............................................(Fig 4).................................. ..............�� <_3:1 V Nominal Height of Tallest Opening ...................................(Fig 4)................................................ <_6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry..............................................:..................... ................................................................ �-- 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4).......................................::....... -OKI in. Bolt Spacing from end/joint of plate ............................(Fig 5).......................................X in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5)................................................. in.2:7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.2:15" PlateWasher...............................................................(Fig 5)...............................................>_3„x 3„x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).:...........................:...... p 9 (Fig )............................—ft 5 12'or L/2 or W/2 Maximum FloorO Opening Dimension...:............................... Fi 6 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft 5 d •—� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d Floor Bracing at Endwalls............................:......................(Fig 9)...................................................... .......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................... Floor Sheathing Thickness......................................."..........(per 780 CMR Chapter 55 ............:....... in. Floor Sheathing Fastening..................................................(Table 2)..a-d nails at�in edge/[F,in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).......................... ft <_10' Non-Loadbearing walls.........................................:......(Fig 10 and Table 5).....:..................... ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................J(�in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <_d -_ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2 -_ft 4 in. Non-Loadbearing walls...............c................................(Table 5)..............................2 --ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................: WSP Attic Floor Length................................................(Fig 11).............................................—ft>_0/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft a 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................ Double Top Plate \ _ Splice Length ........................................................(Fig 13 and Table 6).....................................ft r Splice Connection(no.of 16d common nails)..............(Table 6)............................................,............f� I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Load bearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7):...................................................... Non-Loadbearing Wall.Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft in.511' �t Sill Plate Spans ....................................................... (Table 9).................................&ft k in.<_11' Full Height Studs (no.of studs)...................................(Table 9)......................................................1-3— Non-Load Bearing Wall Openings(record largest opening but check all openings for comply ajtoT1able 9)Header Spans.............................................................(Table 9).................................. ftin.5 12' Sill Plate Spans...........................................................(Table 9)..:..............................4 ftin.<12" Full Height Studs(no.of studs)....................................(Table 9)...................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... <_6 8 SheathingType............................. ................(note 4)................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less).................... Field Nail Spacing..........................................(Table 10)................................................ Shear Connection(no.of 16d common nails)(Table 10)........................................................ \V_ Percent Full-Height Sheathing.......................(Table 10)................................................. . /o v_ 5%Additional Sheathing for Wall with Opening>6'8 (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.................. ... 5 6'8" \� Sheathing Type..............................................(note 4).. V Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11).................................................M in. Shear Connection no.of 16d common nails Table 11 Percent Full-Height Sheathing.......................(Table 11).................................................�.C>% _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. .......................................................I......... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Seen Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)...........A::;n�ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ �plf Lateral.............................................(Table 12).............................................L1 plf Shear...............................................(Table 12)............................................S=7v plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).............................T= plf Gable Rake Outlooker.........................................(Figure 20)..............—ft<_smaller of Z,,or U2 - Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................ Ib. y Lateral(no.of 16d common nails)...(Table 14).......................................LL Ib. -I-1 Roof Sheathing Type...................................................(per 780 CMR Chapters 58 qnd 59)....:............. Roof Sheathing Thickness........................................... ............................................` in.>7/16"WSP Roof Sheathing Fastening...........................................(Table 2).............................................. ...CaX(p Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per-Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. f A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNIR 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joint and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMx 5301.2.1.1)' -WHSN THIS EDGE RESTS ON FRAMING LW8d MAX$ AT 6b c. �T ____.IT__- __ 11 11 1! h 11 1 JI !! 11 1 u 1-1 it 11 11 1 it rl 11 11 1! II 11 11 - r 11 11 11 1 M 1-1 1 1 11 1 L� 1 • 7 � 11 11 d g 11 1 l - 1 I t G JJ'11 I IF 1 Il - Ir 11 4 1 II 11 Ir CD - II d 11 ii � 1 . It W ry" It 1 Z 11 It � 11 Ir g 1 Q 11 n 11 �• rl 11 Ir � fl Ir 1 IU to I.1 rr II '! W ii it 1 It � 11 rl.Q ! • d IJ !•r DOUBLE EDGE II 11 la t 1 � II 11 11 1 rl � 11 1 11 ll t} MAILSPACN IS PANILI. 4 v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 'IA luawt{DRMf hued a04 6uIFN I eIuazifOH puc 11201PGA Waloo 7V13a OM3Vds 3 M"lltfti gmnoa � 3�09 iNVd 13NVd t483uvd INN 'AMW«E � Q3kl3�3V1S .._T. _r_____ - -------7-7 r--- 1 � •WIY9.S � � j i we 1 1/ 1 alvmYVtr::Lm alm II�� � Sa38W9W`7PIIIM1IV►!3 1 i 1 F 9 1 1 f� 1 C9 ,(rrz•to£s Rwj osc)aaueTidmoa .ioj jsijjaag3 sjjasngaessvW auoZ pugM gdui 0[1 :sna V pugM qAH ur uoglanalsuOJ pooM 01 apgnD JAI N f �s Codp engineering Dept. (3rd floor) Map Parcel Permit �7 �& 4, i' House# . _, 1 Date Issued -� _,Board of Health(3rd floor)(8:15 =9:30/1:00-4:30)9Ar- Fee .2 Conservation Office(4th floor)(8:30-9:30/1:00-2:00)14mming Be h\ IMF 19 SEPTIC ST BE "j IN ST LINCE TOWN OFBARN5TABL F F � _'-ENVIRt�M COE AND Building Permit Application TOWN REGULATIONS Project Street Address 3S S�rc a e►-, y /�,%/ /Z��/ Village Ce H e►- ✓ // e Owner mil,cA oL e-/ C. 0OL e/ Address b,1s� Telephone Sa8 Z-5 6-, elo v -Permit Request �•- SLR,,,-�- �.z o v �.2� i•.. First Floor 272 St square feet Second Floor zy s square feet Construction Type 4Jo au...e Estimated Project Cost $ ao;oo o,00 Zoning District Flood Plain Water Protection Lot Size 1/, l 9a SF Grandfathered ❑Yes ❑No Dwelling Type: Single Family Ur" Two Family ❑ Multi-Family(#units) Age of Existing Structure 76 Y Historic House ❑Yes 2No On Old King's Highway ❑Yes p-No Basement Type: [a-Full p-Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) aa^,e Basement Unfinished Area(sq.ft) .Sbo sF .x Number of Baths: Full: Existing Z New — Half: Existing — New No. of Bedrooms: Existing 3 New Total Room Count(not including baths): Existing (P New -- First Floor Room Count Heat Type and Fuel: ❑Gas p'6il ❑Electric ❑Other Central Air ❑Yes U go Fireplaces: Existing -* New Existing wood/coal stove ❑Yes UW6 Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑one U S ied(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name Telephone Number 5O - 3 6- ^ / Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE,'-� DA BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) +� FOR OFFICIAL USE ONLY PERMIT NO. .4 r DATE ISSUED:: MAP/PARCEL NO`r ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME INSULATION ` FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGI FINAL GAS: G FINAL C.,; � FINAL BUILDI -lz* Ith IT2 N a ' DATE CLOSED Cty► ASSOCIATION Pm O h I E; i Fig � 7U b1-4)C44 6 O r 'a 4 r Z Z IT iT -�a 70 —Tl ' Z Til (fi r j __��� r.--. -3 70 Z N m L4 z � E i� z � -v7o FP v I i 16 -o ' opt NEW coats t I 1 t i o i ( y z � � ILI,� I � F r� o 0 NEW AGF AU7 S�FJ NGf-ems' 2 x g� L (69 0.0. 'g cox PLyw000 _ M TCH OrC-7,"% New Y2'' O.W.O. / i FIN•2"u'�1.Og2 .__._ ` �� Yam." = 1 o " x �z Z -4 z 24 ---------------- � z 111 I - y ^Z N ' Til -4 I7p 9 O a 04 CAS d TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. - DATE Zl2 S�/9 7 JOB LOCATION 33' cS�-� •-�y •�/ �P,.,ls.,.,%(e Number Street address Section of town "HOMEOWNER" G ��`� S�� z3�...�✓06:. .. Name Home phone Work phone - PRESENT MAILING ADDRESS • . City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acgaptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes ..responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands . the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedu nd requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State. Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for which a building permit :is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person(s) for hire to do such work, that such Home Ownez shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction' Supervisors, Section 2. 15) . This lack of awarenes often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home "dwner- actin as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/Fier responsibilities, man communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the laz-t page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. The Town of Barnstable BAMSTABM Department of Health Safety and Environmental Services ArEDMA'�a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only r Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW i SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along "with �other requirements. � Type of Work: ►ya-A^,- Est.Costa P O j o o y.po Address of Work:— Owner's Name - ,`I�<<�-� ru Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name r f _. ,f The,, Cotlttltonweafth of Mdssachwcttt , Dc partnunt ojlirtlustrial.-�ccirlcrrts oficeol/nvestlyations 600 if'aching ton Street Boston. A1uvx 02111 Workers' Compensation Insurance Affidavit i li :in i rn -i n'• PI- P I - ,....._...._..-..-..,.r.._...r ..,_. - _.__ -- - /nam ' Acat n 1 am a homeowner performing all work mvself. I am a sole proprietor and have no one working in any capacity I am an empiover providing workers' compensation for my employees working on this job. enumany name: address: Phone#- insurance,co. Jtoticy# I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the followin_ workers' compensation polices: comnanv name: address- city: phone#• insurance co. „pnlicy# comPnnv nnnte- address- city- phone#- insurance co. policy# Attach ad eccssaty ,w ,x, •. r •+ --•+:••:.�y�.""'�:'"_';:..�'T" •.• +•..,..•:�'.�"�'_'..--:.. ditio«..nalshcet if n •.ran-y.__,.,...,.. �I�ti�'-- - 's�1i!'�i.�i!• Failure to secure coveratm as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties ol'a line up to S1.500.00.a ndior one%cars'imprisonment as well as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forn•ardcd to the Olrice of Investigations of the DIA for coverage verification. 1 do herehv certif,,t•wider the t ' a pe ojper' n•that the information provided above is true and correct. SignatureZ Date Z Print name Phone# ' official use only do not w rite in this area to be completed by city or town ofrtciai r city or town: permit/license# rtlluilding Department C3Licensing hoard 0 check if immediate response is required C3scicctmcn's Office ► C311ealth Department contact person: phone#; nUther �� LI A I ` r• t Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the employees. As quoted from the '•law-. an emploree is defined as every person in the sen=ice of another under any contract of hire, express or implied. oral or written. An emplor r is defined as an individual. partnership, association. corporation or other legal entity•, or any two or mor the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer. or the receiver or trustee of an individual , partnership. association or other legal entity, employing employees. However th owner of a dwelling house haying not more than three apartments and who resides therein. or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling tto or(lit the `wounds or building appurtenant thereto shall not because of such employment be deemed to be an employe MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildincs in the commonwealth for and• applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter E been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for contirination of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are require,- to obtain a workers* compensation policy. please call the Department at the number listed below. City or towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom o- the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pie. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned the Department by mail or FAX unless other arrangements have been made. The Office of lnyesti_ations would like to thank you in advance for you cooperation and should you have any question please do not hesitate to give us a call. The Department's address. telephone and fax number: The Commonwealth Of Massachusetts ,. Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 LOT 2 s� N78 76- 02 3 C �o LOT k TM Isr k _ -= 00' ~ ,�J 556 ov O. 40 i LOT 36 _. Z12Z h r PERCENTAGE OF LOT COYERAGE LOT AREA 11 Ill 1,3f S.F. LOT 2 EXISTING STRUCTURES 1.35� r. EXISTING PAVEMENT 12.0%- TOTAL STRUCTURES 17.27o TOTAL PAVEMENT. 12.0� ADDITION 3.6f� .r TOTAL COVERAGE 29.3% x rn 4 Feet (t • .F .- a . • r I rV • w, 7� `' -7 .53 .°. �.. � LOCUS MAP S, W s s PLAN REF: 215 — ' S� �,1 �6 02 r '� • DEED REF:, 24020-304 . - I Ep ' '• O, R S MAP: _ —037ZONING: RB • .•' L: _ .... ... . SETBACKS. '20' 10' 10'. . :., •••:• • : FLOOD ZONE:, -C '.'� PANEL NUMBER: 250001 0008 D • DATED: 7/2/1992 - ' OVERLAY DISTRICTS: MASS ESTUARIES, ,o LOT 1 c Ns IVD�R� Oft c9 R o � 1 1 1 13.2 S O. FT. N s • LOT 3 +J 0.3 ACRES D PLOT PLAN OF LAND - - - - - w C\4 � . \ LOCATED AT: — — — — — — — — • 4 a35 STRAWBERRY HILL ROAD — — — — — _ — .C'r -. _- - __ - _ ___- �, _ CENTERVILLE, MA. - - - - - - - - - CD (10 ____- - ___ } _ — - - -- - - - - - - - - - - - - - - - - - _ PREPARED, . FOR:DEck " . V .HOME IMPROVEMENT t w SPECIALIST • 5° . . Q57 • - . r w 1 N ®®�®�.���® REV: , 1g • s; 1hsS ®� } 3s 9 REV: MAP Sc PARCEL �s-c.a �ti FC �• � 4 - 0 STEPHEN REV: t (n J. • - o YANKEE LAND SURVEY., CO, iNC. Al GRAPHIC SCALE 119 ROUTE -149 Zo o 10 20 40 MARSTONS.;:MILLS MA l ". _ �•2�Z TEL: (508)428-0055 FAX: (508j420=5553 1 inch = 20 ft. yankeesurveyC�Dcomcast.'net ,wwwyankeesurvey.com. r r SHEET 1 OF 1 -JOB#: 84.777867JM , n - t t '�+ ��r I I — L - - - - - - ------------- I ------------- L _ n ° c u a : ------------------------------------ LA 3 + -' �, 91/2"AJ�Jrn40 Jois+cO lG"-o.a. - 1 II A 0 ° a m t It 9 __________________________ r______� L�rJ _ rJ @ _ T � S I. < ___ __ _ 4 ____________ ___ _�_ I _ 4 0` I!o"x B°Aluminum c 0 { 'I G"x B"AlVminum e . - foundw+ion van+ i � Q -_ � l� I f undw+'an van+ - ., III y. �� o 1.- �. I I • I!o"x B"Aluminum oUn A ion van I G'%B"Aluminum P - +. foundA+ion van+ 0 1 r ___ ______________•_ ____________ ____ (A x M u p fil + N£.s a nt� S ll a0 a�4 fmq o+ m —1 0 '. 5 - m ♦ d q n0E 0 M rn z IM rn Q G) (P T Q Copyrlght®2011 by KSAdeslgne.: L fy, L1. L t DRAWN BY: .. 2 0 A These plans are protected under Federal' Pro 1�^Ct # g66 - .PROJECT: aST PAC I�P��COOTn�rJ aT r1J�I'1 IOn TOC: m D Copyright Laws.The original purchaser of this J I�eI.�hIE'�•1�GJ�4DLE�.I�.. plan Is authorized to construct one and only _ i A one home using this plan.Modification or Professional Building Designer Z -t' reuse is prohibited without express written G�+f I/ ,�•�t� f�-G6 ,�7 I'G permission of the Designer. f=F—CJ�16r ANI� ' AUF—"N POHCr—TX 01 O rn ro KSA design=.l. Any discrepancies,CR Or58nd Or On10910n9 A 7 m n the notes,dimensions.and/or, PROFESSIONAL BUILDING DESIGN LOCATION: drawlrg.contalned onthesedocument. O REVISIONS: .hen be brought to the attention of pr•eliminar Deai nab/I 9/1 1 COMMERCIAL•RESIDENTIAL the Designer prior to the commencement y 9 '�eJ 'rawberry Hill load of anon o'stit Proceeding with P-evised Plana 6/2 4/( ( - cape cod•Massachusetts construction constit ute.the acceptance Guanacaste•Costa Rica L �t scr of these documents and any GanslrUokion Plana 9/I/1 1 cspecod.ksadeMgn.com•www.ksadesign.com GenT P�rville,rJA dl becomethererdra and sponslbllityofeneon. P.O.BOx 1 1 49•Hyannis,MA 02601•506.'190.S 922 bulldog contractor. x O x Z � 3 - F D p — . 3 o.o r o I ----------- -'1------ Ander4enm TW 2 4%1 0-2.(4" z � d oThermnTrum PG I - - - p And ers¢nm TW 2 4%1 O-2(4"mUll)' .: .a.ei—; 11/4'�4'-0 7/6" , _ o P Andaman-TW 2 4 v 1 O \ o.2'-do 1/B"x 4'-07/6" --------------- is .. 0 v ® dl8 a And¢rcenm TW 2 4 9l0-0(4"Mull) 0 And e—ra TW 2 4 9 1 O 9,C.1/B .9-O 7 AD' a a O - - -iiampeoeE6 o9 i, OPEC + nPtOP *", oy � e xe It OQr1PiTE.AP+-) > A E + A A49 O fo'-!a" 4 7_2" 0`4e `' �m t�ioa�; °e' o E e +0° 0 •4 - x .. b .b i 9'-I 1 1 O 1'/4" 5/B" D � N d Copyright@2 11 by 7KSAdes[gngn.n: DRAWN BY: _ p These plans are protectFederal Pre j et # 1866 PROJECT: Mot-- eC Bedroom/Bath�ddikion for: mf y Copyright Laws.The originer of this - I-e1.NeTH---A?LEF JF} plan Is authorized to cons and onlyone home using this plation orProfessional BUIlding Designer reuse is prohibited withos written �/ l Ir�-'f �te�f '1permission of the . F����IGf Alyl.� tjAUF-eeN I- �HCF—T/ N IT � - KSA design y p IT i b.d. A deer a e o e and/orI Io e O A a m LOCATION: th to dI n.l . d/ REVISIONS: PROFESSIONAL BUILDING DESIGN drawings-hl:Whed on these document. O „ shall be brought to the attention of rehminar pesi ns 8/19/I I COMMERCIAL•RESIDENTIAL the ve.igner.prlor to the commencement p y 9 y H•I I F- of constr-llon.Proceeding with devised flans 8/2 4/I Cape Cod•Massachusetts - ��'CAWheCC I OAd conatrucuon corotltuteo the acceptance Cons}rU4+ion Flans 9/I/I 1 Guanacaste•Costa Rica Gena'erville,N(pa of document6 and any cepecodoksadeelgn.com• ww.ksadeslgn.com di.cre and the errors endior of the slons become the g-nt.lblllty of thG P.O.Box 1149•Hyannis,MA 0]607.500.190.392] � building Lontroctar.' - ----------------- , .off 3 � ---_= -— —1 A p d# ' n�in $tip• y @ m Rd + f R A c�• p i O S II II l Y II' S b 11 3 it +'n 1p II o I II � N II a a o� IL____—_______ ______________________�I S III � - - .............. iT I I 3 A s o :I:i � x ` T I I a E I I •P I I t` p II II m II sI ...................:::::I:i o m +Q - p i I V 8 3,r Sa m f � Ncw 2>tB�Af+crs a 1 G"a.c. x`n I �IIIIII 2 p L i � u u ne �m e N d Copyright 02011byK5Adesign.n: DRAWN BY: m Q A .These plans are protected under Federal Pf4jCGt # 1 666 PROJECT: Masker 1�edroom/f�a'i'h ls.ddikion for: m p p Gopyrlght Laws.The original purchaser of this �EN�ETH h,AVLZF?—J�. 0 -F plan Is authorized to construct one and only 1 Professional Building Designer T one home using this plan.modification or Z Z reuse is prohibited without express written V �t r�}.,� r� 3 1 permission of the Designer. FF-CPr—IGr ANI� ' IAUF—CeN fJOHEF-TX O m KSA design=d. Any di—epancles,errors and/or omisslms A p m PROFESSIONAL BUILDING DESIGN LOCATION: in thecontained ens one.thesedo— 'drawingscantonee a thee.and—nta- O p REVISIONS: j COMMERCIAL•RESIDENTIAL shall be brought to the attention 0f + Preliminar pe4.i ns 8/t 9 Cne vesigner prior to ens commencement y 1l 5 h4-rAwberry Hill F-oad of construction Proceedingwlen p�evi4.ed ions 8/2 4/I I- Gape God Massachusetts • oonatructlon constitutes the acceptance rh Guanaeaste•Costa Rlee x ofthese documents end any ion plans 9/t 7 t Genkerville,MA msorependles.errors and/or oil..lons capecodekeedesign.com•www.keedesign.com become the responsibility of the P.O.Box 1 1 49•Hyannis,MA 02601•508.990.3922 - building contractor. n c s X D Z � z D p � L 3 +x - VW ' eo h t• "� + I i -I _-�__ klatch ex ctingpla+a height i'7 � _ s 3 ti '£ S - ° a•= _ a. + ie c` 'm o `P �.€ fop . 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Any dI—ep-1 rsoand 1 Ions O A LOCATION: mthenot al Iona ne o REVI510N5: PROFE5510NALBUILDINGDE5IGN drieb ntained on the..ntashclbughttotheatte on of _ } relinninAr fJesi ns 8/19/I f COMMERCIAL•RESIDENTIAL the Designer prior to the commencement O to Y 9 °J 5 -+rAw6arr)1 {III F—o.4,A fconstructlon.Procaeahg with F—evised plans &/2 4/I 1 cape sod•Massachusetts - t f o co Ilut,1 1 the a acceptance 7 6vanacaste•costa Rica ° y 6anS4-ru&,-FiOn FlAns 9/I/I I - Genkerville,MA � - _discrepancies,errors and/or omissions capecod®ksacesign.com•www.ksadesign.com become the responsibll ty of c}he' P.O.Box 1 1 49•Hyannis,MA 02601•500."190.3933 - bullding contractor. I I I _7 7a . I I"W} y I I I I � I t u J- - ri oil I I I I I'§a'L3: F EEM FT 11 11„Y x f I I I ®® - 1'�` ' o P i i l S m i i � I I I ® ©❑❑ I I • op i i I ®® I f I I I - A m' > I o 1 ® ®® 1 { I I I I I j 1 a l •' I I I ® I I I 4 ®® ,.- 1I - 1I ®® tr- J'- I • I I� 1 ®® I I I ®® f . lyaa r :.IUT .- 1 -.. Lr — tP Cj Copyright®201 1 by K5A design.n: - DRAWN BY: _ -A These plans areprotectedunderFederal P�9 ject # 1866- PROJECT: 1"Iasker bedroom/bakh_AJ44—ion for: Copyright Laws.The original purchaser of this - wE:NNeTH h/kDLEJP—.J . m p p plan Is authorlied to construct one and only Z t Z one home using this plan.Modification or Professional Building Designer p re use Is prohibited without express written r� y �t ,+7�.�t �7 1 1 �/ 3 f 1 permission of the Designer. FF-EIJF+I6r !'SNIP ' IAUF—eeN I'OT7Ep+T/ - V KSA design O A m S.d. - Any the notes,dimensions nd/ Issloe PROFESSIONAL BUILDING DES16N LOCATION: drawings contained on:thesa documents O REVISIONS: shall be brought to the attention of I'eliminaf Desi ns 6/(P 9/1 1 GOMMERVAL•RESIDENTIAL the Designer prior to the commencement y e 'l 5 h4-r Aw6,erry Hill F—oad ofconstructlon.Proceedingwlth devised Plans 8/2 4/I I Gape CuanGod•Massachusetts constrvcuonconstitutesthe acceptance 6onskrUGtion Plans 9/I/I I .k..d1 acaate•costa Rica e enkerville,t"A p i - o these documents andan discrepancies,the errors end/or omissions capecodokseQesign.com•www.ksedeelgn.com become the responsibility of the P.O.BOX 114q•Nyannls,MA 02601.508.'i90.8922 . bul0ng CgntraGtor. t V t m O 12 7 d a�3a �OY�on Sc�mQom�5.2 ra 0 3. EL L ra �_` /' I \ _ \ L W =— 1 N r----� / �.ua Il1l 99.5 I r_ Ri i O lL 1 zo / Q Q co I I \\ / EXISTING DECK \\ __ I Q A _ / I I ro , tHhY / , #35 w F m Z. ' \ EXISTING ' p zW DWELLING .I CO z - �rc p w m 32 # cn rc sof 30 ,� 9.4 / ai fl3 a o 104.6 1 1 O•LLJ 0 I 01m�s - n LL / MM 1 19.36' _ I I I l �m 104.8 d I nv�v Eo + Z - - sn2ao 00- - Ln k W L InformA-lon'hRen from Plan by: K !L < - hLhofield M rothers of a Ape God - - - Enyineerinq•GJUrveyinq•Permi4llnq P.O.t�ox t O " I!o I 6ronberry Niyhway-Orlreans,t1A DRAWING TYPE: ProPosedC-M-ePlan Plan C7A ed:APrit 2 Co. 2 00 4 Plan•:O-100614 - - _ - SHEET NUME5ER: �``'� �o a DEEP TEST HOLE OBSERVATION LOG #1 - LOCUS MAP C-//' /h�.�� I/1 DATE E/I 02 JOB 0-10064 PLOT PLAN S ✓1 �t•v'' G o ` Ef` [ �� PERFORMED BY: LAURA SCHOFIELD WITNESSED BY: DAVID STANTON, BARNSTABLE BOH SCALE. 1 I(l. - 20 ft. �J JJ l ELEVATION (�i DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL I / ASSESSOR'S MAP 246 PARCEL 037 C(`i�)� ,�) v�j O 1 (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING OTHER LOT AREA: 11 ,190 S .FT.f LL r 99.2-98.3 0-11 A LOAMY SAND 10 YR 3/4 NO �y� W 98.3-97.2 11-24 B LOAMY SAND 10 YR 6/8 NO CJ = 97.2-92.7 24-78 C SAND 10 YR 5/4 NO QP n u0 � LOCUS ROAD PARENT GEOLOGICAL MATERIAL: GLACIAL OUTWASH STANDING WATER IN HOLE: YES BEACH WEEPING FROM FACE 59" DEPTH TO BEDROCK: CRA1GN�LE ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. = AT ELEV. 98.28 •• WEST PERCOLATION TEST BOTTOM OF PERC AT 32" 9"-6" IN 2 MIN, PERC RATE < 2 MPI CO HYANNISPORT �CLE DEEP TEST HOLE OBSERVATION LOG #2 DATE 6/13/02 JOB: 0-10064 \ PERFORMED BY LAURA SCHOFIELD WITNESSED BY: DAVID STANTON, BARNSTABLE BOH ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL SCALE: 1 IN. = 2000 FT. (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING OTHER 100.5-99.5 0-12 A SANDY LOAM 10 YR 3/4 NO - PROPOSED 4" SCH. 40 PVC VENT. 99.5-98.9 12-19 B SAND 10 YR 4/6 NO GENERAL NOTES LOCATION TO BE SPECIFIED BY OWNER.\ { DRAIN MANHOLE 98.9-93.8 19-80 SAND 10 YR 6/4 NO MEDIUM 1. ELEVATIONS REFER TO AN ASSUMED DATUM. SEE BENCHMARK ON PLAN x �103.5 { 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE 5�-5�' 76 02 { Q PARENT GEOLOGICAL MATERAL: GLACIAL OUTWASH STANDING WATER IN HOLE No MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF z - ~ *-__ / HEALTH REQUIREMENTS FOR THE TOWN OF BARNSTABLE. 4 4 / 103.5 Q WEEPING FROM FACE 76" DEPTH To BEDROCK: 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF �� {STOIC ADE FENCE 103.4 ESTIMATED SEASONAL HIGH GROUNDWATER AT EL = AT ELEV 98.3 •• HEALTH AND SCHOFIELD BROTHERS OF CAPE COD. 101.7 �� - (� 4. FOR PROPER PERFORMANCE. THE SEPTIC TANK SHOULD BE INSPECTED w \ { PERCOLATION TEST PERC RATE < 2 MPI (ASSUMED) AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE o •c 100.8 INSTALL a0 MIL PLASTIC BARRIER TO TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH. u . 103. { •• ESTIMATED HIGH GROUNDWATER INCLUDES 4' CORRECTION FACTOR 5. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY 0 ENCOMPASS LEACHING AREA. U REMOVE EXISTING �L P�nPo � { TOP OF BARRIER EL.=103.5 FOR MATERIALS ENCOUNTERED DURING EXCAVATION. Ad ' GRAVEL BOTTOM OF BARRIER TO MATCH SLAB 6 ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE 99 5 D-BOX & 101 - �`T�6 ► DRIVEWAY ELEVATION LOCAL UPGRADE APPk VALS REQUESTED PURSUANT TO TITLE V, THE EXCAVATED AND REMOVED. BACKFILL MUST BE CLEAN SAND MATERIAL LEACHING AREA r - �o rC { STATE ENVIRONMENTA,.. ODE ARE AS FOLLOWS. MEETING TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD BROTHERS IF EXISTING SEPTIC' Sk�_f LIMIT OF EXCAVATION ANY15 405(i)(b) REDUCTION OF SYSTEM LOCATION SETBACKS TO A CELLAR IN DOUBT C ONTRACQUESTIOTOR SHALL NS ARISE REGARDING ON CSCHOFIELD QLBROTHERS FOR _ TANK TO REMAIN % a,, , { J { WALL FROM A LEACHING AREA 7. A CONFIRMATORY TEST HOLE SHALL BE PERFORMED IN THE VICINITY OF co PROPOSED 0 EXIS ING { J { REQUIRED`. 2,0 FEET THE LEACHING AREA PRIOR TO INSTALLATION. PUMP CHAMBER 0�1 { D CK QO { = I PROVIDED: 10.4 FEET 8. EXISTING LEACHING AREA IS TO BE PUMPED, AND REMOVED. 9. EXISTING SEPTIC TANK INVERTS SHALL BE VERIFIED IN FIELD PRIOR TO 2 ' , ( 15.405(1)(i) REDUCTION )F THE REQUIRED FIVE FOOT SEPARATION COMPONENT INSTALLATION. CONTACT SCHOFIELD BROTHERS IF 100,5 O t_ / r O { / BETWEEN THE BOTTOM OF THE SOIL ABSORPTION SYSTEM SIGNIFICANT DISCREPANCIES EXIST. "� n AND THE HIGH GROUNDWATER ELEVATION. 10. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE BENCHMARK. REQUIRED: FEET STOCKPILED AND REUSED AT OWNERS OPTION. RE-SPREAD OVER EXISTING ( / CATCH BASIN RIM PROVIDED: •i FEET DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH { { DWELLING _y R 15.2 ELEV.=102 v { { / 1 1. N0 PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE 9.a { E S RESERVE LEACHING AREA. � DRAINAGE CATCH Sic 12. SEPTIC SYSTEM COMPONENTS DESIGNED FOR A MINIMUM H-10 LOADING. I � y Lij BASIN ROBE'RT �� ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE OR OTHER HEAVY I ! JOHN EOUIPMENT TRAFFIC SHALL BE INSTALLED WITH H-20 LOADING CAPACITY. FREEMAN 19.36 �11} 1 { 8 ' No 32655 13. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL O �Q VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 14. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA. PROPOSED 2" FORCE MAIN. / (/') ' I 15. CONTRACTOR SHALL USE EROSION CONTROL MEASURES AS REQUIRED FORCE MAIN SHALL BE 18" BELOW THE { DURING INSTALLATION TO PREVENT RUNOFF ONTO STRAWBERRY HILL WATERLINE OR SLEEVED WITH A 20' LENGTH ROAD AND ABUTTING PROPERTIES OF SCH. 40 PVC PIPE CENTERED OVER THE { WATERLINE RE-LOCATED WATER I LEGEND AND GAS LINES DESIGN CALCULATIONS { - { XX PROPOSED CONTOUR LINE 1 ESTIMATED HYDRAULIC LOADING: I -- -Xx--- EXISTING CONTOUR 3 BEDROOMS AT 110 GPD PER BEDROOM = 330 GPD GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN w WATER LINE 2 SEPTIC TANK SIZE P00 EXISTING 1500 GALLON SEPTIC TANK AVERAGE DAILY FLOW = 330 GPD X 2 DAYS = 660 GALLONS SEPTIC TANK PROVIDED = 1500 GALLONS (EXISTING) O PROPOSED DISTRIBUTION BOX -- j PROPOSED LEACHING AREA 3. DESIGN PERCOLATION RATE _ < 2 MINUTES PER INCH E_ -R _] PROPOSED LEACHING RESERVE AREA SOIL TEXTURE SANDS, CLASS I NN N EXISTING SPOT ELEVATIONS 310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF TEST HOLE LOCATIONS 4. LEACHING AREA: PROPERTY LINE TOTAL BOTTOM AREA PROVIDED = 450 SF-X 0.74 GPD/SF PROPOSED SPOT ELEVATION -- GPD OH OVERHEAD UTILITIES MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = _T77- GPD UG UNDERGROUND UTILITIES ACTUAL HYDRAULIC LOADING = 330 GPD (SEE 1.) FG FINISHED GRADE DESIGNED LEACHING AREA EXCEEDS LEACHING AREA REQUIRED UNDER BOTH TITLE 5 AND THE TOWN OF BARNSTABLE BOARD OF HEALTH UP UTILITY POLE REGULATIONS TOF TOP OF FOUNDATION ELEVATION PROFILE OF SYSTEM - NO SCALE TYPICAL LEACH BED CROSS SECTION - NO SCALE PROVIDE 24" DIA. H.D. CAST IRON FRAME AND COVER 9 FG=EXISTING 3" MIN. BROUGHT TO FINISHED GRADE WITH CONCRETE RISER 1 FG=EXISTING AIR SPACE AND MORTAR USE LEBARON LT-105 OR EQUAL �t�+y _ FG=1u1R9 INEXISTING , =ali; - -I - at w G= - FG=104.9t PROPOSED SEWAGE DISPOSAL SYSTEM --.-� 4" PERFORATED 2" LAYER OF 11 1� SCH 40 PVC PIPE3/8- INV - - -- -. -EXISTING 2" SDR-21 'UB - FOR: AN EXISTING THREE BEDROOM DWELLING 2" DIA. DOUBLE WASHED �_L(LL1_ FORCE MAIN FG=VARIES - PVC TEE \ STONE AT: 35 STRAWBE=RRY HILL ROAD _ /(FIELD VERIFY) INV. = INV. _ ,� INV. _ %��\ .,,��\ ���\ �� BARNSTABLE, MASSACHUSETTS + =6"'MIN. 6 MIN 993 _99�0 / _103_08T� END OF .Z i-� LEACH LINE _ --- - --- - - - - - - ASSESSOR'S MAP: 246 PARCEL: 037 - OD D O Don O OD ODD OD O INV= 102.78 m INV. = BEGINNING po�0 orioD �j�o ,�p�q� APPLICANT: MICHAEL CAREY TEL. NCB.: 508 339-7616' 6". OF LEACH LINE_ �Dk3g0� 0g0 ptj d o$Op"c-TOg SEE VENT PIPE INV. = PUMP 103.25� _ 6" �ac�o�.D Do oD C1D0s�OD°QDo DETAIL 34 PLYMOUTH STREET EXISTING CHAMBER ----- p INV=103.0 O O DO O D OaDD O OG70 NNECT ALL DISTRIBUTION MIN � 006" of 101 d 'Doo '000 °DUDo MANSFIELD, MA JOB #: 0-10064 3"MAX GAS 67� GAL. I$o BEoow MAX LINES TO 4" VENT -II6, MANIFOLD DATE: APRIL 26, 2004 FLOW LINE BAFFLE� -- ;> - 5•-0" 84' � -� 45' _ DESIGNED BY: 12 INLET OUTLET DISTRIBUTION BOx (H-10) PROFILE VIEW DOUBLE WASHED �P�tti of kgSS�c LAS DRAWN BY: FIVE OUTLETS STONE LAURA 6" OF a v oovo 00 oQo 0000-c�o�p oo$���oo da,�o� oo�o •o INVERT ELEVATIONS OF ALL BOTTOM OF BED A(? s x RJF STONE SEPTIC TANK (H-10)o g0000�; " goo oo OUTLETS TO BE THE SAME SCIIE L A {�\�' CHECKED BY: RJF i ELEV=102 28 No: 1 1 BELOW 00 0 6' UNUSED OUTLETS SHALL BE PLUGGED CAPACITY = _ 1500 - GALLONS WITH HYDRAULIC CEMENT o SCHOFIELD BROTHERS OF CAPE COD PRECAST REINFORCED CONCRETE PUMP CHAMBER - USE Fc OUTLET PIPES SHALL BE LEVEL FOR S � ENGINEERING - SURVEYING - PERMITTING (FXI TIN, Tn PFMAIN) SHOREY H2O 5' I.D MANHOLE AT LEAST TWO FEET MOTE ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40 4*1 Rat" P.0 BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA f! •, I c 1 At) I 1I1.IIt r;' Ii 1 IIN i TtIFPW1";F Nr)TFr) OR APPAr)VED FQI.IAL UNLES':, OTHERWISE NOTED PAGE 1 OF 2 � (508) 255-2098 O 1. GENERAL O � z _ FURNISH AND INSTALL ONE COMPLETE PUMPING SYSTEM z w CONSISTING OF ONE SUBMERSIBLE SEWAGE PUMP AND MOTOR, w I 24" DIA. CAST IRON MANHOLE DISCHARGE PIPING AND VALVES, MERCURY FLOAT SWITCH NOTE: INSTALL 4" SCH-40 PVC QUICK DISCONNECT UNION p LEVEL CONTROLS, HIGH WATER ALARM, SIMPLEX CONTROL PANEL a a INLET PIPE IN TOP 4" OF 8" FRAME & COVER OVER PUMP TO KNOCK-OUT & SEAL WITH BE BROUGHT TO FINISHED GRADE. AND A PRECAST CONCRETE 5' I.D. MANHOLE. ALL EQUIPMENT cy (LEBARON LT-105 OR APPROVED EQUAL) SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S O z HYDRAULIC CEMENT SPECIFICATIONS AND WARRANTED FOR A PERIOD OF AT LEAST ONE YEAR. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL 4" LOAM & SEED 2.77' = 29 HOURS - GRADE j PROVIDE A SUFFICIENT QUANTITY OF CLEAN WATER TO CONDUCT STORAGE = 404 GALS. (I TWO PUMP OPERATION TESTS UNDER THE DIRECTION AND SUPERVISION 3" BIT. CONC. OF THE DESIGN ENGINEER AS DIRECTED BY THE BOARD OF HEALTH 12' GRAVEL 20" MIN. 2" SDR-21 PVC, FORCE MAIN -I�-"'-"' " 6" TO DISTRIBUTION BOX 000o INLET FROM SEPTIC TANK 2" INV = 99.0 2. DOSING CHAMBER (PUMP STATION) x II=I o000 ( ) o000 w o 00 0 4" SCH.-40 PVC INV. = 99.3 THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE STRUCTURE p II 2" PVC BALL VALVE AS SHOWN ON THE DETAIL. USE A 5' INSIDE DIAMETER (H-20) MANHOLE U _ _�-PREPARED SUBGRADE ALARM ON ELEV. = 96.53 1/4" WEEPHOLE MANUFACTURED BY SHOREY OR AN APPROVED EQUAL A 24 INCH DIA. z - COMPACTED BACKFILL PUMP ON ELEV. = 96.36 2" PVC, BALL CHECK VALVE CAST IRON MANHOLE FRAME & COVER, BROUGHT TO FINISHED GRADE SHALL :2 " BE LOCATED DIRECTLY OVER THE SEWAGE EJECTOR PUMP. DRAW DEPTH = 0.66 P000000000 COMPACTED SELECT BACKFILL (96 GALS.) MERCURY FLOAT SWITCHES (TYP.) 3. PUMP AND MOTOR PUMP OFF ELEV. = 95.7PUMP AND MOTOR SHALL BE HEAVY DUTY SEWAGE-TYPE EJECTOR 2" PVC, SDR - 21 0.5 H.P. HEAVY DUTY WITH A 2-INCH DISCHARGE. PUMP AND MOTOR SHALL BE FULLY 000 200 PSI FORCE MAIN BOTTOM OF PUMP T--r - -- 7SUBMERSIBLE 00oCHAMBER ELEV. = 94.7 = SEWAGE PUMP SUBMERSIBLE AND SHALL OPERATE AT 1750 RPM WITH A 115V, 000o COMPACTED APPROVED `DOD� Dp4 Do OD �060 CYCLE, SINGLE PHASE AC POWER SOURCE. THE ELECTRICAL 0000o Oo o DSCONTRACTOR SHALL VERIFY THAT PROPER VOLTAGE IS o GRAVEL BACKFILL CRUSHED STONE AVAILABLE AT THE CONTROL PANEL. BASE OF TANK EL = 94.12 D D Qoo 6" MIN. 24" MIN. 0 Doi oD o 00 51 C)0©C, (SEE NOTE I.E) USE A MYERS WHR5 OR AN APPROVED EQUIVALENT -IIIIIIIII—III— THE PUMP SHALL BE RATED AS FOLLOWS: A) 0.50 HP TYPICAL FORCE MAIN BEDDING DETAIL B 45 GALLONS PER MINUTE SECTION VIEW C 11.45 FEET TOTAL DYNAMIC HEAD NO SCALE - (NU SCALE) 4. LEVEL CONTROLS SEALED FLOAT-TYPE MERCURY SWITCHES SHALL BE SUPPLIED TO PUMP CHAMBER CONTROL THE SUMP LEVEL AND ALARM SIGNAL. TWO FLOAT SWITCHES SHALL BE USED TO CONTROL THE SUMP LEVEL; ONE FOR USE SHOREY 5' I.D. H-20 MANHOLE FOR PUMP "OFF" AND ONE FOR PUMP "ON". A THIRD SWITCH OR APPROVED EQUAL SHALL BE PROVIDED WITH A POWER SOURCE SEPERATE FROM (SEE "PROFILE OF SYSTEM" PAGE 1) THE PUMP POWER AND SHALL BE FOR THE ALARM UNIT. A NEMA-4 JUNCTION BOX FOR THE FLOAT SWITCHES SHALL BE INSTALLED BUOYANCY CALCULATIONS ABOVE THE HIGH WATER LEVEL -- 4" SCH. 40 PERFORATED PVC DISTRIBUTION LINES BOTTOM OF TANK ELEVATION = 94.12 THE FLOAT LEVEL CONTROLS SHALL BE SET TO OPERATE AT THE FG=VARIES SEE PLAN ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. = 98.28 ELEVATIONS INDICATED ON THE PLANS. BREAK OUT BOTTOM OF TANK ELEVATION = 94.12 =RI�I-rrll� II� I�I I hII IIjI�I II� I�I�I�II�I I)IhI�I I�I��II EL. = 103.5 (MAX) =�+ HEIGHT OF WATER ABOVE TANK BOTTOM = 4.16 5. CONTROL PANEL 2 5' ! , 2.5 2 5' HEIGHT OF GROUNDWATER ABOVE: TANK REO'D TO FLOAT TANK: - -�---- - 'F - -- - 1 ,764.3 LBS OF WATER/FOOT OF TANK THE SIMPLEX CONTROL PANEL SHALL BE EQUIPPED WITH A RUN j 2" LAYER 1/8" TO 1/2' LIGHT FOR THE PUMP, PROPERLY SIZED CIRCUIT BREAKERS, A I DOUBLE WASHED STONE, - TANK WEIGHT = 11 ,780 LBS TRANSFORMER TO GIVE PROPER VOLTAGE TO THE CONTROL CIRCUITS FREE FROM DUST AND - 1 1 ,780 LBS/1764.3 LBS/FOOT = 6.7' AND A THREE-WAY PUMP CONTROL_ SWITCH. THE SWITCH FINES IN PLACE POSITIONS ARE AS FOLLOWS: 1) PUMP OFF, 2) AUTOMATIC PUMP ON, °� °°°° °� °`°° °`°Q °� °°'° °� AND 3) MANUAL PUMP ON. oo q°� 00 00 °� Q o DOW o° `��� TT�o, o °a * 4.16' IS LESS THAN 6.7' SO TANK WILL NOT FLOAT DO Q°DD p S DD D O D o 3/4" TO 1 1/2" THE SIMPLEX CONTROL PANEL SHALL BE FOR A 115 V, 60 CYCLE, ° o0a o0>� ° 00a �00� ooD Qo08o J a c o DOUBLE WASHED STONE, SINGLE PHASE AC POWER SUPPLY AND HOUSED IN A NEMA- 1 o°DAD° o D po o°D D° o D ,°> D D Do o �QoO oD FREE FROM DUST AND ENCLOSURE. THE PANEL SHALL BE INSTALLED IN A SUITABLE DQOOODODQ0 O�ogoccl ,ODODQ0o �DQOOODODQO�00�00DODCO���D�QD ° 16- C) FINES IN PLACE LOCATION INSIDE THE BUILDING. � ooDOo� DOD000DoO°o� �DOODad°O 6. ALARM SUPPORT POLES, 2" X 2" STAKES _- -- -- _ ---_-- 10 _-_____-._. -___ _� DRIVEN 1-1/2' TO 2' INTO GROUND A HIGH WATER ALARM SHALL BE SUPPLIED WITH BOTH AN -�-- FILTER FABRIC AUDIBLE AND VISUAL ALARM WITH A SEPARATE POWER SUPPLY END VIEW FROM THE PUMP. THE ALARM SHALL. BE MOUNTED IN A NEMA-1 - I ENCLOSURE SEPARATE FROM THE MAIN PUMP CONTROL PANEL. (NO SCALE) AN ALARM SILENCER BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM WHILE THE VISUAL ALARM REMAINS LIT SOIL ABSORPTION SYSTEM UNTIL MANUALLY RESET. THE PANEL SHALL BE LOCATED - ON THE INSIDE OF THE BUILDING AT A LOCATION TO BE DETERMINED BY THE OWNER. F NATURAL 7. PIPING GRADE THE PUMP STATION DISCHARGE PIPING, FITTINGS AND SEWAGE FORCE MAIN SHALL BE 2-INCH 200 PSI SDR-21 PVC. WITHIN _THE PUMP CHAMBER, THE DISCHARGE PIPING SHALL INCLUDE 'THE: =� FOLLOWING: 1) IN THE VERTICAL POSITION: A 2-INCH BALL- cO TYPE, CHECK VALVE; AND 2) IN THE HORIZONTAL POSITION: TAMPED A 2-INCH BALL VALVE, AND A 2" QUICK DISCONNECT UNION. SOIL ANCHOR PIPING AND VALVES SHALL BE ARRANGED SO THAT THEY ARE -�' 6" TRENCH EASILY ACCESSIBLE FROM THE PUMP CHAMBER MANHOLE COVER. FORCE MAIN SHALL BE LAID IN A "CLASS B" TRENCH BEDDING FOR SILT FENCE USE ENVIROFENCE OR APPROVED EQUAL. INSTALL BY ALL PIPING OUTSIDE THE PUMP CHAMBER WHICH IS LESS THAN RECOMMENDED TOE-IN TRENCH METHOD. FOUR (4) FEET BELOW FINAL FINISHED GRADE SHALL BE SURROUNDED WITH A MINIMUM OF TWO (2) INCHES OF RIGID 90• SCH.-40 STYROFOAM INSULATION. PVC ELBOW SILT FENCE SEDIMENT BARRIER DETAIL PROVIDE CONCRETE THRUST BLOCKING AT ALL FORCE MAIN BENDS WITH MINIMUM SOIL BEARING SURFACE AREA OF ONE SQUARE FOOT. - - (NO SCALE) 8. DOSING REQUIREMENTS 4" PVC NIPPi_E ° PURSUANT TO 310 CMR 15.254 4" SCH.-40 ACTIVATED DOSING: PVC VENT CHARCOAL THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 4 DOSES PER DAY z - FILTER EQUAL TO 96 GALLONS PER DOSE. THIS VOLUME IS BASED ON - - - A DESIGN FLOW OF 330 GALLONS PER DAY DIVIDED BY 4, AND A 1 CU. FT. CONC. FORCE MAIN FLOW-BACK VOLUME OF 14 GALLONS PER DOSE. ANCHOR BLOCK PROPOSED SEWAGE DISPOSAL SYSTEM ADDITIONAL STORAGE PROVIDED IN THE PUMP CHAMBER, ABOVE: ------- - ------ --------- -- - THE HIGH WATER LEVEL IS APPROXIMATELY 404 GALLONS. IN THE FOR: AN EXISTING THREE BEDROOM DWELLING EVENT OF A POWER FAILURE, THIS IS SUFFICIENT CAPACITY TO PROVIDE AT: 35 STRAWBERRY HILL ROAD FOR APPROXIMATELY 29 HOURS OF STORAGE, BASED ON ESTIMATED PVC TIGHT- WINDOW SCREEN MESH BARNSTABLE, MASSACHUSETTS PEAK DAILY FLOW. JOINT VENT ASSESSOR'S MAP: 246 PARCEL: 037 9. CONCRETE SEALANT - - APPLICANT: MICHAEL CAREY TEL. NO.:(508) 339-7616 EXTERIOR SURFACES OF THE PUMP CHAMBER SHALL BE SEALED WITH KAPPER'S 34 PLYMOUTH STREET BITUMASTIC TAR EPDXY OR APPROVED EQUAL. THICKNESS OF THE EPDXY 4 STAINLESS MANSFIELD, MA JOB #: 0-10064 SHALL BE 6 MIL. (TWO COATS) 90' ELBOW 1/4" STEEL NUTS AND BOLTS DATE: APRIL 26, 2004 DESIGNED BY' GOOSENECK VENT ��, or a LA URA LA: � URA �� ,� { DRAWN RJ ------ (NO SCALE) SC F�ID 1 CHECKED BY: __ LAS L RJF � . SCHOFIELD BROTHERS OF CAPE COD SIN R �p ENGINEERING - SURVEYING - PERMITTING PAGE 2 OF 2 ___ P.O BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA --- --- -- - -------- -------- --- -...—. ----- -- - - -- - -- --..._ __._ _- - - - - ---- -- - - (508) 255-2088----