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0014 JOHNSON LANE
�� ; �c �2 yl San.. ,LQ,�Ze a �� ,�. . - : . �, ., .. , _ . . °°. .. �, ,, �: r e. a r. rt.5. .. .. .� • � � .. o � '- � _ 1� R' i ` � e, a �, ry ., P �. 4�� j' o t � _ hh e .. <. .-. A -. .. � 'I i C , o A-0 C- �+ . 1HEr TOWN OF BARNSTABLEBuilding Application Ref: 200700207 BMWSPABLE, Issue Date: 02/07/07 Permit 9 MASS. QpA 1639• A Applicant: . POWER,NANCY& Permit Number: B 20070240 ?FD IV1A'l Proposed Use: SINGLE FAMILY HOME. Expiration Date: 08/07/07 F cation 14 JOHNSON LANE Zoning District RD-1 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 193077 Permit Fee$ 1,640.00 Contractor PROPERTY OWNER Village . CENTERVILLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 4 BEDROOM HOME WITH 3 CAR GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: POWER, NANCY 8L BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: %SCROCZENSKI, ROD T&COLLEEN INSPECTION HAS BEEN MADE. 848 CEDAR ST W BARNSTABLE, MA 02668 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY.STREET,ALLY:OR SIDEWALK OR AN PART THE F i I TEMPORARILY OR`PERMANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED'UNDER THE BUILDING CODE,MUST BE APPROVED BY THE;JURISDICTION. STREET OR GRADESAS WELL'AS:DEPT.H AND.LOCATION OF PUBLIC SEWER AY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT`DOES NOT.RELEASE,THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION,,,,RESTRICTIONS,�`: ; MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �� I� a V07' * Ley z-1,12 40U 2 • � �111d/o'� ijz 2 � �.�� ` 2�-�� 3 � �`pg 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health _ t a b x: .. a r _ � 44 `�. � �� � ... . . .€ 3.3 �:.- r ,".,. . ,...... t. .. _.r.,. —'max �� �. ' N .'�. t x , -i3... :,. .a.., .$..va:.. , .s a,... .. �. 1, .`.ii 3 , �' .. ,� is .. .� ......... :.-3-�- ,.• +..-a�`.` K �-....,,. ,.::. i •.,... x �.;.,$� � , R. z Schedule . : . c3 ,. a .- t., 1 e R a ., . . . :;, .: ,.. usted :. 5cheduledw� T . lns ector fjerfarrned. R.esults." BalancetDue „x . . . , w 02,'0dl2008 � :� �„�. ..>�..�.: -� J BLDG FIN 2 i"i''WAMA :JLAU 02/06/2008PASS CHIM 1LAU05J04I2007 ; PASS EFINAL#1 ' 01123/2008 NO ACCESS EFIN 2 WAMA " 01I31I2008 PASS EROUGH 1 , WAMA 08/16/2007 PASS a ESRV&MTR WAMA ';08l1612007 PASSas a� f '- - ' TRENCH WAMA 06J15J2007 PASS 'FOUND 1 - 03/27/2007 FAIL �'- j. FOUND 2 JLAU 03/29/2007 PASS I .J i 'FRAME 1 k `JLAU 08/27/2007 ' REINSPECTI rpow ��� FRAME 2 JLAU , 08/29/2007 PASS , ,P 1 l- NS INSP1 l ;; JLAU � 09�0712007 � REINSPECTI VU a . .,.. .. draw Schedule � ... _ ;. . .�.,.. E` s _ ., `IN , uii ._ ,f �. �> e € v =• ,.,.. e ., . . ., ; ri . .., _. -, , s, "-- - " . > , .' , - ir ij 141, x i .. _ m .. ., IT _... :A� �. ., �. It ,i•:. ~� ^ R . , 1 UP �: 'Tlit If MW Na W �,�v ' � E, , - , C-r W ,, €. �'��. ;� s ,u. , .,:r. 'e ..:i�',?' ,. , '. , .. ':� ate. i i I The Town of Barnstable BARAI;%. E, MASS. • Department of Health Safety and Environmental Services t63y' �0 'RFD MAC a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection f 4 Location To A n s r,� Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. r, The following items need correcting: rnn`L s n M FL I If CI U 1 (� C�r, ' M s 5 S •:�S � .. C+O{1 r T,� �. !'.�, r%t G E' yl1 fx r C1 i Vl^1 5 5 n 4 1 "-N Ca T! r I r W rr\ rr I ,J �y '' f •1 5 ! r1 J / VI~yy , 1 crte r) nPS n ! 45FHeJ Yl i rSins }ii)e- 7r rJ r � , '5 -'4o 1 n �"r bn e'i� (1c. c�r J r ✓losr�5 76 nth �5 !+ Please call: 508-862-4r038-for re-inspection. Inspected by i Eww�h., t Date 21Y1 D$ J t r Message Page 1 of 1 Perry, Tom From: Traczyk, Art Sent: Tuesday, February 06, 2007 3:02 PM To: 'Rod Sroczenski' Cc: Lauzon, Jeffrey; Perry, Tom Subject: RE: !4 Johnson Ln - Review of Plans LV Rod: Your revised plans have been approved from my perspective as being consistent with the special permit issued by the ZBA and the prior plans approved by that Board. Jeff has a copy of plans documenting my review and approval. The other copy of the plan was entered into the ZBA file 2006-094 with the same notation. It's now back to Building. art -----Original Message----- From: Rod Sroczenski [mailto:rsl@baysideresort.com] Sent: Tuesday, February 06, 2007 11:50 AM To: Traczyk, Art Subject: !4 Johnson Ln - Review of Plans Hi Art, Re: 14 Johnson Lane - ZBA Special Permit 2006-094 I dropped off the new calculations for the house on Monday. Good news! they are below the 4600sf mentioned in the decision. When you draft a letter for Jeff in the Building Department, could you please forward me a copy. I am waiting for him to issue the Demo permit. I don't want to bug Jeff until I know he heard from you. Thanks. Please call or email if you have any questions. 508-367-3325 cell Hope you, are feeling better! Rod Sroczenski, GM Bayside Resort Hotel 225 Route 28 West Yarmouth, MA 02673 508-775-5669 ext 450 rs1 @baysideresort.com 2/6/2007 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a o�-76(771 c� Map 193 Parcel Application# Health Division �l d _au_,;7&a f Conservation Division _ Permit# Tax Collector 11,12)9-7 CAI - Date Issued Treasurer d 7 - 1 Application F /�� Planning Dept. '' Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH (01 Pk- Preservation/Hyannis of 1 A i Project Street Address (Lf J okroovx L-a V%6 Village C lh+f/'V e Owner R,Od (rocz c&n s ti Address C2do,r 4 Telephone V 9^- 3w) - 3 3715 O Permit Request 4 ena e + R.e 1pLaCe B ed raow. Ln 4vy.t W rfh 3 co, g I`a v 1\ puU I.eJal 2499 Square feet: 1st floor:existing proposed Z-100 2nd floor:existing proposed 2-45yo3Total new 457Co3 Zoning District a —k Flood Plain 8 Groundwater Overlay &P Project Valuation ` . plo Construction Type W OD D �uvn e, Lot Size 2Z093 SF Grandfathered: ii'Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family -C3 Two Family ❑ Multi-Family(#units) " Age of Existing Structure 35- wr " Historic House: ❑Yes N No On Old King's Highway: ❑Yes ❑No Basement�inis�_ed ype: ❑ Full rawl l�lalkout ❑Other ��nse e t Area .ft. _n (sq ) DU Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing O new Number of Bedrooms: existing _ new Total Room Count(not including baths):existing new g First Floor Room Count Heat Type and Fuel: )Q Gas ❑Oil ❑Electric ❑Other Central Air: 14 Yes ❑No Fireplaces: Existing 2 New Existing wood/coal stove: [(Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing i❑new size Attached garage:U existing 91 new size Shed:Id existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# 2.01D(0 "d t Recorded -' -r- M Commercial ❑Yes ❑No If yes,site plan review# -' Current Use kot ev+(A PvIIQewhC,J, 'a � .Proposed Use IL R INFORMATION C =' (� co rat Name K,Op 4X0 C?-�E-P9C44 Telephone Number 9-D 3( =33 2 \ License# Address. 2'?-S� �. ?X, . 0 - 626-113 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ON St'l E ,DyNdes refa n SIGNATURE Il/(/L/�!T�1�YI/`�s��M DATE FOR OFFICIAL USE ONLYr, i - ` PERMIT NO. r 4 DATE ISSUED MAP/PARCEL NO. - v ADDRESS VILLAGE K OWNER ` ;Y DATE OF INSPECTION: FOUNDATION � �' � � i �• FRAME 27 sl 2�10'7 INSULATION Z(,oZ 'l0/0 7 t _ FIREPLACE AO 6'7 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ r Y P`pf 'HE Tp The Town of Barnstable BA MASS.LE, " Departmentf H l h o eat Safety and Environmental Services MASS. Y 039. � A�FO MA+A Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. ;Thefollowing items need correcting: �� X ry\e&�e,- -a o fie. �btVQ �ect,, or Q a1/)tvv(j J TV / hu ✓o h/ pCck�, i� J r '�e n t4a�nl ors rru5� _�C 5 e a\e 1 !1!J D 1 r Ta cx'' K (tiS)-5 V ;5) 1 1( 1 �^ U (� .�t ` V\CC'� Odrti 6 ry �U-•Lge Q y ��r1f e, J !"1 [ l GOnC2✓� `t�� G o r.� 16r!Vs �ts� r doL.J K ! ° \ C (� �i Yln G /-7 y 03'i Please call: 508-862-40-38 for re-inspection. Inspected by '\ t I .�� DateU� I JAN-12-2007 FRI 01: 11 PM BSC GROUP YARMOUTH FAX N0, 5087788966 P. 02 Bla .21059 P9290 033700 Alter Recording Astute To: 06-�-COI 1_,,.2006 a 03 a 45P Rod T.Sroczenski 848 Cedar Street j W.Barnstable,MA 02668. Centerville QUITCLAIM DEED I,Barbara Whitney,of Clearwater,Florida,in consideration of ONE AND 00/100 ($1.00)DOLLAR grant to Rod T.Sroezenski and Colleen M.Sroczenski,husband and wife,as tenants by the entirety,of 848 Cedar Street,W.Barnstable,MA 02669 with QU.I'WLAIM COVENANTS", The land situated in Barnstable(CentOrville),Barnstable County,Massachusetts,bounded and described as follows: PARCEI:_l SOUTHWESTERLY by Johnson Lane,as shown on hereinafter mentioned plan, a total distance of 19.88 feet; NORTHERLY by Lot 8,as shown on said plan,a distance of 129.00 feet, 2 more or less; EASTERLY by Wequaquet Lake,as shown on said plan;and a SOUTHERLY by land of Ronald F.&Janet E.Stewart,as shown on said {� plan,a total distance 111.00,more or less. Being the Wa as shown on plan entitled:"Revised Plan of Lots at Wequaquet Lake, Centerville,Mass. Belonging to John,H.Johnson Scale I In=50Ft July 20, 1970 Nelson 3 Hearse—Richard Law-Surveyors Centerville,"which plan is dully filed with Barnstable County Registry of Deeds in Plan Bopk 243,Page 37. Above Way is subject to a drainage epsement as shown on said plan. Being a portion of the premises described in deed recorded with said Barnstable Registry ! of Deeds in Book 612,Page 465. - s Subject to rights of record in all persons lawfully entitled thereto. Said premises are conveyed subject td restrictions and/or encumbrances of record,if any. f 0 4AN-12-2007 FRI 01 :12 PM BSC GROUP YARMOUTH FAX NO. 5087788966 P. 03 8k 21059 Pg 291 #33700 After Recording Return To: Rod T.Srocunskl 848 Cedar Street W.Barnstable,MA 02668 Centerville PARCEL 2: The land,with the buildings'thereon,situated in Barnstable(Centerville),Barnstable County,Massachusetts,bounded and described as follows: SOUTHWESTERLY by Johnson Lane,as shown on hereinafter mentioned plan, on an arc,there measuring one hundred seven and 35/100 (107.35)feet; NORTHWESTERLY by Lot 9,as shown,on said plan,thirty(30)feet and one hundred sixteen and 34/100(116.34)feet; ` NORTHEASTERLY thirty(30)feet;and , NORTHERLY sixty-t*ee(63)feet,more or less,both by land of Homer k A.and Mary A.Phinney,as shown on said plan; EASTERLY by Wevaquet Lake,as shown on said plan;and SOUTHERLY by a w4y,as shown on said plan,a distance of one hundred twenty;nine(129)feet,more or less. Containing 20,600 feet,more or less,and being LOT 9 as shown on plan entitled "Revised Plan of Lots at Wequaquesi Lake,Centerville,Mass.Belonging to John H. Johnson,Scale 1"=50',July 20, 1970,Nelson Hearse—Richard Law—Surveyors Centerville",which plan is duly filed'with Barnstable County Registry of Deeds in Plan Hook 243,Page 37. Together with a right of way over thq way shown as Johnson Lane on said plan in common with all others who are now,or may hereafter be entitled thereto. Subject to the rights of record in all persons lawfully entitled thereto. Said premises are conveyed subject to restrictions and/or encumbrances of record,if any. Being the same premises conveyed to Burbarn Whitney by deed dated 6-/-#1 ,recorded with the Barnstable County Registry of Deeds in BooksJW7,Page AS/ 5 f OJAN-12-2007 FRI 01 : 12 PM BSC GROUP YARMOUTH FAX NO. 5087788966 P. 04 Bk 21059 Pg 292 #33700 Alter Recording Return To: Rod T.Srocxeaski 948 Color Street W.Barnstable,MA 02668 Centerville Subject to Deed Restriction recorded at Book �/05'7 Page 3y� i Executed as a sealed instrument this lit day of June,2006. A Z Barbara Whitney F COMMONM ALTS OF MAsSAcausETTB Barnstable,ss: On this lat day of Jt►ue,2006 before me,the undersigned notary public,personally appeared Barbara Whey proved to me through satisfactory evidence of identification which were -a o/ivr&J reeks a to be the person(s)whose name(s)is/are signed on the preceding or attached document,and ac owledged to me that they/he/she signed it voluntarily r for its stated purpose. Notary Pub ic: My Comm.Expires: Mlt; I J.GUI � Mycomanssenq�iresP�2,2�9 d BpANSTABIE fi s Town of Barnstable Regulatory Services '* BARNSTABLE, Thomas F.Geiler�Director� y MASS. g 039• ,• Building Division lfo �s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: I TNA k"3u, L&L-X• number street village "HOMEOWNER": R L,6 S(b t 2 e V�!; c i -,�-tk- 3(�7- 33 Z s Se►•� name home phone# work phone# CURRENT MAILING ADDRESS: ZZr Y'-oJ7e -2V W_ 6 b4 V4-- OZG 1-1 city/t wn state zip code y The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. lie-undersign `iromeowner"certifrestthat e enders' s the-Town of B-amstab • --- - - minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. SiknatuTe of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1,1.Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forn/certification for use in your community. Q:forms:homeexempt -.M 24 200' 12: �7 50677-58S_''? 5£YSIDE RE5"F:' u'�TEL Inc.,5 F' �U0 o"lJO;, J.;N--24-2007 WED 12:00 PM KEYSPAN ENERGY FAX NO, W6 3�4 bu]d F. ue 1� Keyspan FnetUy Delivery rof 12;VJ ICCq Patti scuth Yannw11,11,MA e2G44 '24, 2007 ��ad Srz�GrC[aski - I-AX: 508-700 7868 f'.1 : 14 Jobrigors Rd., Centerville "lJhi,R is to vonfirm that the Natural gfis line tv the above fiddress has been CAlt 'Wd crApped as reiluested. °l'hk was done or, January 22, 2007, 1I'yo`l hate (illy cluestions please call me at 508-760-7481 SUe MOV11a11ill OP 4r:;ajolls Coordinator Keyspritl faelivcl;v Comparny Jan 24 07 09: 30a COMM Water Dept. , :-.. 508-428-3508 P• 2 a' Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369 1138 MAIN STREET OSTERVILLE,-14ASSACHUSETTS 02655 OFTICE of BOARD u WATER �OF WA"fER CUMVIISS10NE1:5 ?i DEPT. WATER SUPERINTENDENT TEL.No.508-428-6691 k 9�STONS FAX No.508-428-3508 January 24, 2007 Town of Barnstal le Building Dept. 367 Main Street Hyannis, MA 02(01 Re: Account#42--9 Rod Sroczens.ci 14 Johnson U ne Centerville, IV A Gentlemen: On Tuesday, January 23, 2007 we disconnected the water service at the water main for thi property mentioned above. It is our understanding that the owner plans to demolish the he use, re-build and will have a new water service installed at a later date. If y ou have any questions, please call our office at 508-428-6691. Very truly yours, Herbert L. Mc Sorley Assistant Superintendent HLMCS/jw Jan 24 07 09: 30a , COMM Water Dept. '' 508-428-3508 p• 1 Center-ville-Oster),ille-Marstons Mills Water Department P.O. BOX 369 - 108 MAIN' STREET OSTERVILLE,MASSACHUSETTS 02655 ,���sT4" OFFICE OF WATER BOARD OF WATER COMMISS10NEM � DEPT. vy WATER SUPERINTENDENT �SroNs TEL.No.508428-6691 FAX No.508-428-3508 FAX COMM- NICATIONS MESSAGE DATE: ATTN: FROM: L' WE ARE SENDING PAGES INCLUDING THIS COVER LETTER. 1. PLEASE CALL 508-428-6691 IF YOU DO NOT RECEIVE 7HE TOTAL NUMBER OF DOCUMENTS f 7814.&Iq721 NSTAR SUM SW3024 09:25:16 a.m. 01-17-2007 212 NSTARNSTAR Electric&Gas Company One NSTAR Way,Westwood,Massachusetts 02090-9230 EL EC TH/C GAS January 17, 2007 Rod Sroczenski 225 Route 28 West Yarmouth, MA 02673 RE: 14 Johnson Ln, Centerville Dear Rod Sroczenski: This letter will serve as confirmation that the electric service at 14 Johnson Ln, Centerville, has been removed as of 01/11/07. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-8673 Sincerely, Audrey Alcione New Connections Office CICn=NewTemplate f 7814418721 NSTAR SUM SW3024 09:25:11 a,m. 01-17-2007 112 NSTAR EL EC TA/C GAS ENERGY EFFICIENCY DEPARTMENT FAX TRANSM17 TA L TO: , FAX' FROM: I TELEPHONE: FAX # : DATE: PAGES INCLUDING COVER SHEET 1 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 Name(Business/Organization/Individual): a-c oCZ ell S c Address: Z ZS 2(krLl� 29 City/State/Zip: W,_ YA-C1M UqM. YVl A U2C)3 Phone.#: 3-1 -33 ZJ Are you an employer?Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. 1 am a general contractor and I 6. XNew construction . employees(full and/or part-time).*. have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition an ca employees and have workers' working for me in any capacity.p ty 9. ❑Building addition [No workers' comp.insurance comp.insurance.$ 10. Electrical repairs or additions 5. We are a corporation and its ❑ P required.] 0 3.� I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: 4 Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the 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 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. M o, Silrnatur ��/1/1�i��1 Date: Phone#• Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Wj�� ;,telLt c(eL a� Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of 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 the owner of a dwelling house having 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 house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)'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 buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"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 have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation 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 required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related io any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, 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 TO. # 617-727-4900 ext.406 or 1-977-MASS.AFE Fax 9 617-727-7749 Revised 11-22-06 www.mass.gov/dia Jan • 16. 2007-11 :08AM CHAGNON INSURANCE YARMOUTH No. 6231 P . 1 ACORD,, CERTIFICATE OF LIABILITY INSURANCE DA1/16/07 PRODUCER T FICATE IS ISSUEO AS A MATTER OF INFORMATION Chagnon Insurance Agency, Inc. ONLYAND CONFERS NO RIGHTS UPON THECERTIFICATE PO Box 355 HOLDER.THIS CERTIFICATEDOES NOf AM END.EXTEND OR all Route 28 At THE COVERAGE AFFORDED BY THE POLICIES BELOW. West Yarmouth, MA 02673 ....._._..:....,. ._............ _._._... _._.____ INS UREM AFFORDING COVERAGE NAIC# INSURERA LLOYDS Enright Construction LLC -'^---�--- - - •• •. • PO HOX 1093 INSURER B: HARTFORD INSt1RANCE )NSURERC! SAFETY INSURANCE' South Yarmouth, MA 02664-109 - �------.-..... . INSURER D; INSURER E: COV B?AGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOU)REMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED SY THE POLICIES DESCRIBED HEREIN IS SUSJECTTOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR INSROPOLICYNUMBER POUCYEMFRDT FU pN"" EIMIDLIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 QQp ppp A X�COMMERCtALGENERALLIABILITY LGLO612006 DAMAGE TO RENTED • _ ._.. 11/3/06 11/3/07 PREMISES(Eaoawence) S 50,000 ___....._.: CLAMS MODE X OCCUR MEDEXP(Any oft persm) S 51000 PERSONAL BADVINJURY S 1,000 OOO GENERALAGGREGATE S 2,OOO,r 09.0 GEN'LAGGREGATELIMOTAPpLIESPER; PRODUCTS-COMP/OPAGG S l000,.00O POLICY JEL�T LOC , .. AUTOMOBILE LIABKJTY •• •ANYAUTO 39$31a 9 COMBINED SINGLE LIMIT .__.... 6/10/06 6/10/07 (Eaeaidern) S ALL OWNED AUTOS BODILYINJURY _SCHEDULEOAUTOS (Per person) S 100,000 HIRED AUTOS gg NON-OWNED AUTOS (PTIexIINaJrnU)RY S 300,000 PROPERTYDAMAGE(Per a¢? g SOO OOO da� , OARAOELUIBIL(TY AUTO ONLY-EAACCIDENT S _— ANYAUTO i OTHER THAN EAACC S AUTO ONLY: AGG S EXCEWUMBRELLALIABILTY EACH OCCURRENCE S _—OCCUR CLNMSMAOE AGGREGATE S DE6UCTIBLE _.....;RETENTION S S WORKERS COMPENSAr 10N AND ffM$ AN PRORIETORIlTV .6SOUB5845C92406 X TORYLIMTS , ER . ANY iIVISER PRTNER/F7tECUTiVE rz.L.MHACCIDENT $ 100,000 OFFICERMIEMBEREXCLUDED7 K�ye�eBdwibewo* X E.LDISEASE-EAEMPLOYEE A 100,000 sPECIAk PROVIS OV S bebw OTHER E,L DISEASE_POLICY LIMIT 3 500,000 DEBCRIPnON OF OFMATIONS/LOCAIMSIVEN CLF_S I 0C0LUSION8ADDED BY END ORSEMENT/SPECIAL PROVOONS SEPTIC PUMpZN6 6 SEPZIIC CONSTRUCTION. COLLAPSE 6, EXPLOSION EXCLUDED CERTIFICATE HOLDER CANCELLATION *MOULD ANYOFTHEABOVEDE4CRIBED POLICIRSBECANCELLED BE-FORE TNE WIFIRATION ROD 3ROCZENSKI DATE THEREOF,THE IISUING INSURER WILL ENDEAVOATOMAIL 10 DAVSWRITIR • FAX: 5 08-7 90-7 8 68 NOTIC ETC THE CERTIFICATE HOLDER NAMED To THE LEFT,BUT FAILURE TO 0090 SHALL IMPOSENOODUM /LIAWLITYOFANYKIN NTF1E UR9i,ITSAGENT$Oq REPRESENT AUTHORrzED T • .ACORD 25(2001/08) ©ACORD CORPORATION 1988 Barnstable Assessing Search Results Page 1 of 2 Home: Departments:Assessors Division: Property Assessment Search Results 14 JOHNSON LANE Owner: YOUNG, CHARLES W JR TR Property Sketch Legend Map/Parcel/Parcel Extension 193 /077/ Mailing Address YOUNG, CHARLES W JR TR YOUNG REAL ESTATE TRUST F 14 JOHNSON LANE 4 3; CENTERVILLE, MA.02632 2005 Assessed Values: n, Appraised Value Assessed Value 4 Building Value: $ 188,500 $188,500 Extra Features: $19,000 $19,000 Outbuildings: $63,400 $63,400 Land Value: $625,900 $625,900 Interactive Property Map: Map requires Plug in: Totals:$896,800 $896,800 1 have visited the maps before ' Show Me The Map April 2001 photos availahle Sales History: Owner: Sale Date Book/Page: Sale Price: YOUNG,CHARLES W JR TR 9/15/1996 10375139 $ 1 YOUNG, CHARLES JR&VIRGINIA 1532/105 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $ 162.77 Town Fire District Rates Other I $6.05 Barnstable-Residential $2.12 Land B; Barnstable-Commercial $2.80 C.O.M.M.FD Tax(Residential) $905.77 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $5,425.64 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $6,494.18 Due to rounding differences these values may vary http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 10/6/2005 Barnstable Assessing Search Results Page 2 of 2 Land and Building Information Land Building Lot Size(Acres) 0.53 Year Built 1972 Appraised Value $625,900 Living Area 1486 Assessed Value $625,900 Replacement Cost$221,811 Depreciation 15 Building Value 188,500 } Construction Details Style Split-Level Interior Floors Carpet Model Residential Interior Walls Drywall Grade Custom Minus Heat Fuel Gas Stories 1 Story Heat Type Hot Water Exterior Walls Vinyl Siding AC Type Central Roof Structure Gable/Hip Bedrooms 4 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 3 Bathrooms Total Rooms 8 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value DCK5 Pond Dock 1 $61,500 $61,500 FPL1 Fireplace 1 $2,600 $2,600 FPO Ext FP Opening 2 $ 1,400 $ 1,400 SHED Shed 280 $1,900 $ 1,900 . BLA Bsmt Liv-Aver 704 $15,000 $15,000 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing... 10/6/2005 Permit# Permit Date isAor REScheck Software Version 3.7. Compliance Ce rtificate 9W Project Title: Sroczenski Residence Report Date:01/26/07 Data filename:C:\Program Files\Check\RESchecknew\Sroczenski-14 Johnson Lane.rck Energy Code: Massachusetts Energy Code Location: Brewster,Massachusetts , •, . Construction Type: 1 or 2 Family, Detached s' Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 17% Heating Degree Days: 6058 Construction Site: Owner/Agent: Designer/Contractor: 14 Johnson Lane Centerville,MA 0261 s Ceiling 1:Flat Ceiling or Scissor Truss: 3238 U1(091.600 0.0 113 Ceiling 2:Cathedral Ceiling(no attic): 284 0.0 10Wall 1:Wood Frame,16"o.c.: 4184 0.0 206 Window 1:Vinyl Frame:Double Pane with Low-E: "491 0.340 : 167 Door 1:Solid: 40 0.290 r 12 Door 2:Glass: 220 0.290 64 Floor 1:All-Wood Joist/Truss:Over Outside Air: 288 38A 0.0 7 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space: 2332 19.0 0.0 110 Floor 3:All-Wood Joist/Truss:Over Unconditioned Space. " 1063 30.0 0.0 35 Furnace 1:Forced Hot Air:92 AFUE 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 Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection - Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer._ Company Name Date Sroczenski Residence ---- _�� _ Page 1 of 1 , >�ER-OI-ZOOi ;THUj I1 ,D9 MflH RESORT HOTEL (>+ ;� 508790?868 P, 001100? ',rj f FEBf iM 10..5 7 DIVISION �. +. y't (�✓� .. ... ... ... 225 Route 28, West Yarmouth, Massachusetts 02673 Reservations 800-243-1114 Phone 508-775-5669 Fax 508-790-7868 www.baysidereson.com Fax Cover Sheet [date: �- To: 12,IP; �� Attn: -115� . L AO Zadv' Fax Number: 5Zf5 4 Pages including Cover: From: Notes /Comments: S pus , c Please Note: The information contained herein is properly of the Sayslde Resort Hotel. In the event that you recelVe thls transmission In error,or do not receive this transmittal In its entirety, plaase call 508-775-5669 FEP-- NOPTHU'I 11 :F WSIDE.HEHRT HOTE P. 00 AU BOUDREAU AND BOLTDREAU$ LLP Attornevs at Law 396 NORTH STRE T HYANNIS, MASSACHUSETTS 02601 Philip Michael Boudreau Telephone:(548)775-I D95 Mark 1--I.Boudreau Tclefax:(545)771-0722 E•,MAIL:philuboudmiulaw.»et January 16, 2007 lland Delivered I Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis, MA 02601 Re: 14 Johnson Lane Centerville,MA 02601 Special Permit No. 2006-094 Dear Sir/Madam: Enclosed with respect to the above-referenced matter is a copy of the recorded Decision and Notice. If you have any questions, don't hesitate to contact me. Sincerely, P ' ' Michael Boudreau PMB/licg Enclosure { FEB-Ol-Z00?(TH►1) 11 ;05 AYME RESORT WE (F,�k i 508?90?868 P 003i00? fete 21698 PS 217 03002 BARNSTABLE I XL" � T O P? �l f=P IK Town of Barnstabl�06 DEC 20 P 1 -53 Zoning Board of Appeals Decision and Notice Special Permit 2006-094-Sroczenski Section 240-91.11-1(2), Derrto/Rebuild on Nonconforming Lot• Not in Compliance with Required Setbacks Summary: Granted with Conditions Petitioner: Rod'r.and Colleen M.5rocienski Property address: 14 johmon lane,Centerville,MA Assessor's MaplPareel: Map 193,Parcel 077 Toning: Residence D-1 Toning District Relief Requested & Background. In Appeal 2006-094,the applicants, Rod T. and Colleen M,5roczenski sought a special permit from the Zon ing Board of Appeals to demolish an existing single-family dwelling on an undersized lot and rebuild a new single-family dwelling on lot not in compliance with current required setbacks. The special permit was sought pursuant to Section 240-91.H(2) of the Zoning Ordinance of the Code of the Town of Barnstable. According'to plans submitted,the property is a 22,683 sci t. parcel addressed as 14 Johnson Lane, Centerville MA, According to the Assessor's record, the existing dwelling is a four-bedro6m,one story,split level structure of 1,466 sq,ft. of living area with an attached, two-car garage and deck. Proposed plans for a new dwelling dated August 30,2006 were submitted with the application that proposed a tvvo-Story,four-bedroom, single-family home. The applicants requested that a special permit be granted to forgo the minimum side yard setback of 10 feet, the 50-foot setback to great ponds, and the 30-foot setback from wetlands. The applicants seek to retain the home and the existing pump house in the existing non-conforming location, Procedural& Hearing Summary: This appeal was filed at the Town Clerk's Office and at the office of the Zoning Board of Appeals can September 12, 2006. A public hearing before the Zoning Board of Appeals was duly advertised and i ter40A, The hearing opened November notice sent to all abutters in accordance with MGL Cha p g was P 1, 2006 and continued to Dec6mber 6, 2006, at which time the Board found to grant the special permit subject to conditions herein. Board Members deciding this appeal were, Randolph Childs, James R. Hatfield, Ron S.jansson,John T. Norman, and Chairman Gail C. Nightingale: Attorney Philip Michael Boudreau represented the applicants who were also present duringthe proceedings. Mr. Kevin Healy,the consulting engineering from the BSC Group, was also present. Attorney Boudreau presented the background on the lot and its proposed development. He cited that under Section 240-9 i.H(2) of the Zoning Ordinance, the applicants can, by special permit, request the reduced setbacks being sought in the redevelopment of the parcel. He presented the plans originally FEB-O(-'Wli"M.) IkE B flH RESORT HOTEP (FR'�;'' �08�90?808 Special Peraut 2006.094-Sroczenski submitted and dated August 30,2006. He noted that the living area of the proposed new home was 5,174 sq.ft. He reviewed the requirements for the special permit stating that the gross area of the . building to be built was 6,665 sq.ft. which represents a floor area ratio (FAR)of.2936 when the ordinance allows a maximum of.3 FAR. The footprint of all structures to be built totals 4,534 sq.ft. or 19.0% lot coverage when the ordinance provides up to 20% lot coverage. Attorney Boudreau noted that on May 6, 2006, a variance from Title 5 and local Board of Health regulations was issued by the Board of Health for the proposed on-site septic system. He stated that the variance was issued with the restriction that the dwelling be limited to a maximum of 4 bedrooms, The nature and type of system was discussed and it was determined that the variance was issued as a repair to the system and would still be applicable to the rebuilding of the new home. The Board asked about any conservation issues. Attorney Boudreau cited that the proposal is scheduled to be before the Conservation Commission on November 28, 2006. Public comment was requested. Sheldon Stewart of 602 Shoot Flying Hill Road spoke In favor of the grant of the permit as he.felt the new dwelling would be an improvement for the neighborhood. The Chairman noted that the applicants had submitted 6 letters from abutting property owners in support of the request. They.were from: Dennis Manizza of 46 Johnson Lane,John and Judith Vellone of 552 Shoot Flying Hill Road,Sheldon and Salijane Stewart of 602 Shoot Flying Hill Road, Brian and Valerie Jansson of 6 Bridle Path, Barbara Simonelli of 36 Johnson Lane, and Avis Ochs of 44 Johnson Lane. The Board noted that they would lllce to have the benefit of'the Conservation Commission review be+are rendering of a decision: Certain Board members indicated that they were concerned with the size and gross area of the proposed dwelling. A conversation pursued reviewing the dimensions and the Board inquired if the applicants would consider reducing the size of the proposed dwelling. The . applicants agreed they would revisit the plans. The hearing was continued to December 6, 2006. At that continuance, revised plans dated November 21,2006 were presented to the Board. Attorney Boudreau reviewed the revised plans and submitted calculations comparing the prior plans to the revised building plans. He cited that the revised plans reduced both the gross area of the building and the footprint/lot coverage. It was noted that the living area was now 4,563 sq.ft. Mr. Boudreau stated that the Conservation Commission had received and reviewed the revised plans for the structure•and had no concerns with the proposal for the dwelling but did wish to further review the former pump house structure situated on the property. The Conservation Commission hearing was continued for additional information on that structure and the drainage easement. Attorney Boudreau indicated that the outcome of that issue would not affect the principal structure. The Board and applicant reviewed the figures submitted and compared them with the plans. The Board requested.that the applicant's engineer review those calculations and verify them before ruling on this permit, That was accomplished that night to the satisfaction of the Board, Findings of Fact: At the hearing of December 6, 2006 the Board unanimously made the following findings of fact: 1. This appeal is a request for a special permit pursuant to Section 240-91,H(2i. The applicants seelc to demolish the existing single-family dwelling located on the lot and rebuild a new larger single- I a I 1{EB-OI-ZOG (T i�l� 11 ,0h B,WMIE RESORT HOTEL Special Permit 2006-094-Srocaenski family dwelling not in conformance with the current setbacks requirements. The applicants are Rod T. and Colleen M.Sroczenski. The subject property is addressed as 14 Johnson Lane, Centerville, MA and is shown on Assessor's Map 193 as parcel 077. It is in a Residence D-1 Zoning District, 2. According to plans submitted,the locus is a 22,683 sq.ft. parcel located off Johnson Lane and fronting or. Wequaquet Lake in, Centerville. The locus is identified on Assessor's Map 193 as Parcel No. 077. The parcel was created by a July 20, 1970 plan entitled "Revised Plan of tots at Wequaquet Lake, Centerville, Mass. Belonging to John H.Johnson recorded in the Barnstable Registry of Deeds in Plan Book 347, page 37. The subject parcel is a combination of Lot No. 8 shown on that plan and an adjoining area of land identified on that plan as "Way" —'Drainage Easement". Lot No. 6 was created under the Town of Barnstable Subdivision Control and conformed to zoning requirements at that time. 3. According to the Assessor's record, the existing dwelling is a tour-bedroom, 1,486 sq.ft, living area, one-story,split-level structure. There is also an attached two-car garage and an outdoor deck. Additionally, there is an out-building situated or-1 the 'Way'lot. That out-building is a former pump station now being used as an accessory storage shed to the dwelling. 4. The principal structure is 33-feet off Wequaquet Lake and the deck is 23-feet off the lake. The former pump station (now shed) is directly on the water as well as 1.5-feetoff the side property line. Currently, all non=water dependent structures require a 50=foot setback from the mean high water on any great pond as per Section 240-7.G(2). The required front yard:setback is 30 feet and the side and rear yard setback is 10 feet in the Residential [�-1 Zoning District. 5. The lot was legally created in conformty to zoning at that time and was not until afterwards that the minimum lot area for the district was increased. The dwelling, when constructed in1972, conformed to the zoning setback requirements at that time. The 50-foot setback to great ponds was amended into the ordinance in 1983 after the structure was built. Therefore,the lot is a pre- existing, legal, nonconforming lot that was developed in conformity to,zoning at the time it was developed. 6. According to plans submitted, the applicants seek to build a new, two-story,four-bedroom, single- family dwelling. The structure is to have a footprint of 4,163 sq.ft.,for a tot`�al lot coverage by structure of 17.31 %. The total gross area of building on the lot is to be 6,230 sq.ft.or a floor area ratio(FAR) of.2747. 7. For the Board to issue a special permit under Section 240-9i.H(2),provision 'a', the plans must conform to all requirements of that section. The plans for the principal structure conform to the required front and side setbacks for the district. However, the proposed setback from the great pond which is to remain deficient will equal that established setback of the existing structure.. The proposed new lot coverage conforms to the 20% maximum lot coverage limitation. The proposed plans appear to conform to the 0.3 floor area ratio requirement. The plans conform to the 30' height/2.5-story limitation. 8. This application falls within a category specifically excepted in the ordinance for a grant of a special permit and after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good 3 I FEB-01-?0[1 HD} i 1 .O BAYa I DE EBORI HOTEL �F ;� 508 r 90?8G8 P, DOG, 00 Special Permit 2006-094-Srum-tusId or the neighborhood affected. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling as evidenced by the neighbors support for the grant of this permit. Decision: --- Based on the findings of fact, a motion was duly made and seconded to grant a special permit for the demolition and reconstruction of a single-family dwelling subject to the following conditions: 1. Redevelopment of the property shall be as proposed in plans submitted to the Board and initialed and dated by the Chairman. The proposed site plan is entitled "Plan of Land to Accompany a Notice of Intent (N.O.I.) for Proposed renovations and Additions at#14 Johnson Lane Centerville, Massachusetts" dated October 5,2006, last revised date of 11/21106 as drawn by BSC Group. 2. The new structure to be built on the property shall be that dwelling as presented to the Board and as shown on Architectural Plans entitled "Proposed Renovations to Existing Four Bedroom Home, dated 11-21-06 as drawn by JB Designs, and consisting of 4 sheets dated and signed by the Chairman. 3. The dwelling,as conditioned by the referenced plans above,shall be limited to a maximum of four bedrooms. 4. The living area or habitable area of the dwelling shall not be expanded beyond that 4,600 sq.ft. as represented to the Board. That measurement being taken from the inside walls of the structured. and does not included the garage, utility room nor the detached shed. 5. The existing shed, commonly referred to as the former pump house, shall not be expanded in footprint or expanded in gross floor area nor shall it be used for living purposes. 6. The,development shall conform to and be maintained with all Board of Health terms and conditions for the Title 5 on-site septic system. 7. All development shall conform to and be maintained with all conditions of the Order of Conditions to be issued by the Conservation Commission. 8. During all stages in the demolition and reconstruction of the dwelling, all vehicles,equipment and materials associated with the demolition/reconstruction shall be required to be located off the right of ways of lohnson Lane except as may be required to install utilities and landscape, and then only on a temporary basis. 9. All mechanical equipment-associated with the dwclling (air conditioner$,electric generators, etc.) shall be located so as to conform to the minimum required setbacks for the district. Ail mechanical equipment shall be screened from neighboring homes and ways. 10. The development allowed in this permitshall be considered full build-out of the property. The structures authorized shall not be expanded nor other buildings and structures added without prior approval from this Board. — 4 FEB-OI-�OOi;THOI (1 F MyflH RESORT HOTEL H P, 001%(IO r Spc W Permit 2006-094 d Sroczenski 11. Use of the property is for single-family use only and its accessory uses as permitted under zoning. It shall be for year round residential use and shall not be rented or leased on a short term basis. That being for less than 6 months. 12.This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals office and to the Building Division before any demolition or building permit is issued. The vote was as fo I!ows: AYE: Daniel M. Creedon, Ron S.Jamison, Randolph Childs,James R. Hatfield, and Gail C. Nightingale NAY: None Ordered; Special Permit 2006-94 is granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in.effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MCL Chapter 40A, Section 17, within twenty (20)days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. G I C. Nightingal I Chair an Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this / G' day o 11 / unc!6 th�pains d penalties of perjury. r�' Linda Hutchenrider, Town Cleric � I 5 nor E Branum. AL SRC c'z.. eo S V,` . _ 189 Harbor Point Rd Cwnmagaid MA 02637-" 1.9 Lp,d.Oc G1•, L-cs a e ,,.-tj .L.s 1 s ., L.L e � s • ID,L-*( . L-Lc 41ofs�, `Qc�'F (,0V can— v,- cIS k..'�� 1 ac�T�PSGS C G o+to -k- p)o k tb �� l 1171:= 57) kl:� a 1.4 �'2�-- L-c-5 l S O -v'V 4 So OF ®� ANIEI. �y • a n, "� o TRU v Q/ST �FSS/0NAL - ` c-6 r rrWN, 2 c�,act - 3 i P�tii_ cxm cz. lC= 4-0 .x t4 =G��{a . is o C 3►' IS uss 515 Cots. \-® , LQ s 2'"f i.-f-it" I.COVr :,. 50 lid, 11M,erV►''S t 6 rL eL t v r - t(t111.7D�tl1"� VG.V V1Clv11-Y tJGcuu Licensed to: Dan Braman, P.E. Job: Sroczenski Res. Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: C e 1 Beam Size (User Selected) = W12X26 Fy = 36. 0 ksi Total Beam Length (ft) = 26.00 Qeyty) Top Flange Braced By Decking LOADS: Self Weight = 0.026 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 26.00 0. 180 0. 180 0.000 0. 000 0.360 0. 360 SHEAR: Max V (kips) = 7. 36 fv (ksi) = 2 . 62 Fv = 14 .40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Camp Flange kip-ft ft ft fb Fb fb Fb Center Max + 47.8 13.0 0.0 1.00 17 .18 24.00 17 .18 24. 00 Controlling 47.8 13.0 0.0 1.00 17.18 24.00 --- - --- REACTIONS (kips) : Left Right DL reaction 2. 68 2. 68 Max + LL reaction 4. 68 4 . 68 Max + total reaction 7 .36 7 . 36 DEFLECTIONS: Dead load (in) at 13.00 ft = -0. 358 L/D = 871 Live load (in) at 13.00 ft = -0. 626 L/D = 499 Total load (in) at 13.00 ft = -0. 984 L/D = 317 RAMSBEAM V2. 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Jobe Spoczenski Residence Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X35 Fy = 36. 0 ksi . Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 035 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 5. 00 5. 30 0. 00 6. 10 Yes Yes Line Loads (k/ft) : Distl Dist2 DL1 DL2" Pre DL1 Pre DL2 LL1 LL2 0. 00 18 . 00 0. 278 0 .278 0 . 000 0 . 000 0 . 840 0. 840 SHEAR: Max V (kips) = 18 . 61 fv (ksi) = 4 . 96 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 79. 5 6. 3 0. 0 1. 00 20. 93 24 . 00 20. 93 24 . 00 Controlling 79. 5 6. 3 0. 0 1. 00 20. 93 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 6. 65 4 . 29 Max + LL reaction 11. 97 9. 25 Max + total reaction 18 . 61 13. 54 DEFLECTIONS: Dead load (in) at 8. 46 ft = --0. 191 L/D = 1132 Live load (in) at 8 . 64 ft = -0 . 356 L/D = 606 Total load (in) at 8 . 64 ft - -0. 547 L/D = 395 KAM513hAM VG.0 — bidVtLy DfCcuu U=.71y11 Licensed to: Dan Braman, P.E. Jb4: Sroczenski Res. Centerville Steel Code: AISC 9th Ed: SPAN INFORMATION: Beam Size (User Selected) = W12X58 Fy = 36.0 ksi Total Beam Length (ft) = �,00 �. Top Flange Braced By Decking LOADS: Self Weight = 0.058 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 31. 00 0.240 0.240 0. 000 0. 000 0. 640 0. 640 SHEAR: Max V (kips) = 14. 54 fv (ksi) = 3. 31 Fv = 14 .40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 112.7 15. 5 0.0 1.00 17.33 24.00 17 .33 24.00 Controlling 112.7 15. 5 0.0 1. 00 17 . 33 24 . 00 --- REACTIONS (kips) : Left Right DL reaction 4 . 62 4. 62 Max + LL reaction 9. 92 9. 92 Max + total reaction 14 .54 14 .54 DEFLECTIONS: Dead load (in) at 15.50 ft = -0.449 L/D = 828 Live load (in) at 15.50 ft = -0.965 L/D = 385 Total load (in) at 15.50 ft = -1. 415 L/D = 263 U a d c e o'S I OL-na4-ravot�l 0,� u l P (�e Ics, 9-od C 0 C- 307 - 33zs ❑ building detail ❑ builder's information ❑ signature on application ❑ Plot plan showing foundation sitting ' ❑ Workman's cornp.'form. Copy of Insurance Coi ❑ Copy of Construction Supervisor's License OR E Road Bond **Fee for MOVING includes-new foundation als( ❑ Property Owner must sign Property Owner Le NOT REQUIRED: - house plans energy compliance form building does not have to be brought into compliance wi Foundation permit will be issued and then building pe Inspections required will be: foundation and final q-forms:permits1 rev.063004 s Daniel.E:Braman, P.E. L-L— 189 Harbor Poem Rd ME Cunm"uid ,MA 02617-0 61_ -- �. .C�1 EelT 4 ., 4 F5 70.ts s �o� A���"T�r�►s �..c.. C tic►�,.1.1't ). `Lo�.;p,�S STA Te, Vic, t t.,Q)t s,cft- • a �� l. v l.. -Td �� ssztc4� c ,. L Q . 15 Co►, �. d4 To C f L.L. t'z5 �c `'��� 53 t'L 5 , ct 1 e E� Z1 4t �.t.. 2 C4.l'L �-� CL_c 1-ti D40, _.. IL 2 Cd ��S t ans d►�-�.�,� �-cavv� . e l Kc��(; ` f i i 1 . i Licensed to: Dan Braman, P.E., Job: Sroczenski Residence Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = • 26. 00 Top Flange Braced By Decking LOADS : Self Weight = 0 . 026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 5. 00 1 . 42 0 . 00 1. 18 Yes Yes 2 . 00 2. 62 0. 00 , 2. 11 Yes Yes Line Loads (k/ft) : Distl ' D i s t 2) DL1 DL2 Pre DL1 Pre• DL2 LL1 LL2 0.' 00 26. 00 0. 180 0 . 180 0 . 000 0. 000 0. 480 0 . 480 SHEAR: Max V (kips) ,= 15. 39 fv (k_si) = 3. 92 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb ftb- Fb Center Max + 69. 8 11. 7 0. 0 1. 00 21 . 80 24 . 00 21 . 80 24 . 00 Controlling, 69= 8 11.'7 0= 0 1 . 00 21 . 80 24 . 00 --- --- REACTIONS (kips) : Left Right- DL reaction 6. 25 3 . 15 Flax + LL reaction 9 . 14 6. 63 Max + total reaction 15 . 39 9. 78 DEFLECTIONS: Dead load (in) at 12 . 48 ft = -0 . 343 L/D = 909 Live load (in) at 12 . 74 ft = -0. 648 L/D = 482 Total load (in) at 12 . 74 ft = -0 . 991 L/D = 315 1 1 i yy� 7 t7� 1 Licensed to: Dan- Braman, P.E. Job: Sroczenski Residence Steel Code: AISC, 9th Ed. SPAN INFORMATION: . Beam Size (User Selected) = W16X40 Fy = 36. 0 ksi C . Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 040 . k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 7 . 00 1. 95 0. 00 2. 90 Yes Yes 5. 00 5.51 0 . 00 4 . 36 Yes Yes Line Loads (k/ft) : 2 DLl 1Dist t Lre reL LL LL2 0 . 00 26. 00 0. 180 0. 180 0. 000 0 . 000 0 . 480 0. 480 SHEAR: Max V (kips) = 20= 62 fv (ksi) = 4 . 22 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fh Fh fb Fb Center Max + 108 . 1 8 . 4 0. 0 1. 00 20. 06 24 . 00 20 . 06 24 . 00 Controlling 108 . 1 8 . 4 0. 0 1 . 00 20. 06 ?4 . nn --- --- REACTIONS (kips) : Left Right DL reaction 8 . 74 4 . 45 Max + LL reaction 11 . 88 7 . 86 Max + total reaction 20 . 62 12 . 31 DEFLECTIONS: Dead load (in) at 12 . 09 ft _ -0 . 34:0 L/D = 918 Live load (in) at 12 . 35 ft 0. 520 L/D 601 Total load . (in) at 12 . 35 ft = -0 . 859 T./D = 363" ti • I to t it° _ ■_ ! tt tt tt t VA y D1 1-- -- itz D 6� ttt c _tt 4Ea �" .^•..�:N t - Ft - 5 - _- `� .F tl ! !l \ E wr . q _ joke -------------------- _!h : - [ F; .€5 4a Asa % t - c 3 't tY. �• t1 t qo _. .. a, aF 5• aY 5, to 1 a i 1 I ............ ..._....... I rt I - i j • I ' 4 l I i I 1 1 �0�$E" Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam1F1301 BC CALL®9.3 Design Report-US 2 spans I No cantilevers 1 0/12.slope Tuesday, March 13, 2007 16:49 Build 057 File Name: D Braman_Sroczenski.BCC Job Name: Rod&Colleen Sroczenski Description: FB01 Address: 14 Johnson Lane Specifier: City,State,Zip: Centerville, MA Designer: Joe Madera Customer: Dan Braman Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 3 2 1 ag eN aa' 9k% �Y x"`"wa ti z �° "..��r.,: „r�:..�s:W,,�-..sv...:,' ._�_sw�. 10-08-00 06-09-00 BO,3-12" B1,7" B2 LL 2111 lbs LL 5065 lbs LL 1404 lbs DL 2612 lbs DL 6579 lbs DL 1117 lbs SL 3977 lbs SL 10020 lbs SL 1700 lbs Total Horizontal Product Length=17-03-00 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 17-03-00 30 10 08-00-00 2 Unf.Area(psf) Left 00-00-00 17-03-00 15 35 14-00-00 3 Unf.Area(psf) Left 00-00-00 17-03-00 15 35 12-00-00 4 Unf.Area(psf) Left 00-00-00 17-03-00 20 10 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 17293 ft-lbs 47.1% 115% 13 1 -internal Completeness and accuracy of input must Neg. Moment -20083 ft4bs 54.7% 115% 2 1 -Right be verified by anyone who would rely on End Shear 6179 lbs; 45.4% 115% 13 1 -Left output as evidence of suitability for Cont.Shear 9539 lbs; 70.0% 115% 2 1 -Right particular application.Output here based Total Load Defl. V647(0.19') 37.1% 13 1 on building code-accepted design ro rties and analysis methods. Live Load Defl. L1913(0.135") 39.4% 13 1 properties of BOISEsengineered wood Total Neg. Defl -0.022" 4.4% 13 2 products must be in accordance with 'Max Defl. 0.19" 19.0% 13 1 current Installation Guide and applicable Span/Depth 10.4 n/a 1 building codes.To obtain Installation Guidt or ask questions,please call °o Allow °o Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER®,AJS-, BO Post 3-1/2"x 3-1/2" 8700 lbs 98.0% 94.7% Spruce-Pine-Fir ALLJOIST®,BC RIM BOARD"',BCI®, B1 Post 7"x 5-1/4" 21664 lbs 19.6% 78.6% Versa-Lam 1.7 BOISE GLULAM"',SIMPLE FRAMING B2 Hanger Load 4"x 5-1/4" 4221 Ibs 54.4% 26.8% HGUS5.50/12 SYSTEMO,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Member is not fully supported at post BO. A connector is required at this bearing. L.L.C. Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Header for the hanger HGUS5.50/12 at B2 is a Double 1-3/4"x.11-7/8"VERSA-LAM®2.0 3100 SP. Hanger HG US5.50/12 requires 56 1 Od face nails,20 1 Od joist nails. Notes Design meets Code minimum (V240)Total load deflection criteria. Design meets Code minimum(V360) Live load deflection criteria. i Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inca 1 I I 1 it 1 ' �SEp Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\1713O1 BC CALCO 9.3 Design Report-US 2 spans No cantilevers 1 0/12 slope Tuesday, March 13,2007 16:49 Build 057 File Name: D Braman_Sroczenski.BCC Job Name: Rod&Colleen Sroczenski Description: FB01 'Address: 14 Johnson Lane Specifier: City,State,Zip: Centerville, MA Designer: Joe Madera Customer: Dan Braman Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for o o x particular application:Output here based c on building code-accepted design properties and analysis methods. • L • Installation of BOISE engineered wood e fl' o _ E � 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-?/$" (800)282-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALCO,BC FRAMER®,AJS-m, r Member has no side loads. ALLJOISTO,BC RIM.BOARDT"' BCI®, BOISE GLULAM- SIMPLE FRAMING Connectors are: 16d Common Nails SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA=STRAND®,VERSA-STUDS are trademarks,of Boise Wood Products, L,L.C. 1 j 3 i s1� i 9 �0WE- Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, March 13,2007 16:49 Build 057 File Name: D Braman_Sroczenski.BCC Job Name: Rod 8 Colleen Sroczenski Description: FB02 Address: 14 Johnson Lane Specifier: City,State,Zip: Centerville,MA Designer: Joe Madera Customer: Dan Braman Company: Shepley Wood Products Code reports: ESR-1040 Misc: n 4 2_ 5 '3 1 q. _ a 08.00-00 60,3-1/2" Bi,3-1/2" LL 3055 lbs LL 4125 lbs DL 2043 Ibs DL 2927`lbs SL 456 lbs SL 1866 lbs Total Horizontal Product Length=08-00-00 Load Summary Live Dead snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125°/. Trib. 1 Standard Load Unf.Area(pst) Left 00-00-00 08-OG-00 40 10 01-00-00 2 Unf.Lin.(pit) Left 00-00-00 08-00-00 120 Na 3 Unf.Area(psf) Left, 00-00-00 08-00-00 , 15 35 02-00-00 4 Trapezoidal(pit) Left. 00-00-00 490 210 n/a 08-00-00 420 180 n/a 5 Unf.Area(pst) Left 00-00-00 08-00-00 20 10 11-00-00 6 Conc. Pt. (lbs) Left. 07-00-00 07-00-00 1460 1157 1762 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9480 ft-lbs 44.6% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -6111 lbs 67.3% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. Lf790(0.115') 30.4% 2 1 output as evidence of suitability for . Live Load Defl. U1229(0.074") 29.3% 2 1 particular application.Output here based Max Defl. 0.115" 11.5% 2 1 _ on building code-accepted design Span/Depth 7.6 Na 1 prorties and analysis methods. Installation ation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.{L x VII) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-112"x 3-1/2" 5554 Ibs (8 62.5% 60.5% Spruce-Pine-Fir ask questions,please call B1 Post 3-1/2"x 3-1/2" 8918 Ibs 100.4% 97.1% Spruce-Pine-Fir 00)232-0788 before installation. a BC CALC(&,BC FRAMER®,AJSTM, Cautions ALLJOISTO,BC RIM BOARD?"' BCI®, BOISE GLULAM"" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAMV,VERSA-RIM Bearing length at bearing B1 should be at least 3-9/16". PLUS®,VERSA-RIM®, Bearing B1 cannot support a load of 8918 lbs. VERSA-STRAND®,VERSA-STUDS are Column at Bearing B1 analyzed for bearing only,column.analysis has not been performed. trademarks of Boise wood Products, Notes. - Design meets Code minimum(L240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. _ I i i a i - i j i Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALCO 9.3 Design Report-US 1 span! No cantilevers 0/12 slope Tuesday,March 13,200716:49 Build 057 File Name: D Braman_Sroczenski.BCC Job Name: - Rod&Colleen Sroczenski Description: FB02 Address: 14 Johnson Lane Specifier: City,State,Zip: Centerville, MA Designer: Joe Madera Customer: Dan Braman Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure 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 • • ,` products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=7-7/8" or ask questions,please call (800)232-0.88 before installation. b minimum=3" d= 12" BC CALCO,BC FRAMER®,AJS— Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOIST®,BC RIM BOARD'" BCI®, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. i t l i i i i f BIiO�$E- Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB03 BC CALCO 9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 14, 2007 08:27 Build 057 File Name: D Braman_Sroczenski.BCC Job Name: Rod&Colleen Sroczenski Description: FB03 Address: 14 Johnson Lane Specifier: City, State,Zip: Centerville,MA Designer: Joe Madera Customer: Dan Braman Company: Shepley Wood Products Code reports: ESR-1040 Misc: yl w.w:_ ,.'.i., .ate. yzF�"'"" -- - esahx"a s4JiL5� aw x 3 fm r 9 a,' ,.,.,ixh.�..ss,, p',yz .vv i 'i•'y.. - n '�f Diu +��w�se r. �a,.,o. ,. r •J` NI; .trhwF•'E.her -YI, Js" kkn '' /„bY' _��`,^'��„�" 12-00-00 BO,3-12" B1,5-1/8' LL 1179 Ibs LL 4331 Ibs DL 1421 Ibs DL 5513 Ibs SL 1863 Ibs SL 8088 Ibs Total Horizontal Product Length=12-00-00 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 12-00-00 40 10 01-Moo 2 Conc.Pt.(Ibs) Left 09-06-00 094)6-00 5030 6534 9951 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 37997 ft-Ibs 77.7% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -17828 Ibs 98.2% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U408(0.335') 58.8% 2 1 output as evidence of suitability for Live Load Defl. U591 (0.231') 60.9% 2 1 particular application.Output here based Max Defl. 0.335" 33.5% . 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.5 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 VV) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 3-1/2" 4463 Ibs 50.3% 48.6% Spruce-Pine-Fir ( ask questions,please call B1 Beam 5-1/8"x 7" 17932 Ibs 0.5% 66.6% Steel 00)232-0788 before installation. BC CALCO,BC FRAR4ER0,A.IS-, Cautions ALUOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA4 AW,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIMY, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live loan deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b —d a , c a minimum=2" c=7-7/8" b,minimum=2-1/2"d=6" i 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. . Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade A307 or Grade 2 or higher. Member has no side loads. I Concentrated loads are not considered in side load analysis. t Connectors are: 12 in.Staggered Through Bolt i Daniel E. Branum, P.E. SRa� 'z.. t� "Sk,t 189 Harbor Point Rd -. tJC.L� Cumntaquid MA 026370361 sEc4�r � rt M 4ftt. STD `emu I t._.I t.t t Ca IZ L--O 46-ot Nt '. e�a tZ.,�-'S� 1..s 1`9 5: .� L.Lfj s . `R�>� C. L 2o�4 ��tiidCy CGS l I-e ®m►�a��S OF f DANIEL E.BRAW 0 Ida W i 2 _. Trrt% :3 h2 . 321Z txJ0 G x t00.5: 21S P 1.15 IQ x Z4-0 ?R' -G> t.1 ---------------- �q:�E Y.' U e 5 E5 *F-�07tt.-tct5 t . I 1�L"]L'1J 1J L.iA1'1 V L . V - V.LQ V 11-,/ Ll C.Q1LL LCJll�ll Li�zensed to: Dan Braman, P.E. lj Job: Sroczenski Res. Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X26 Fy = 36.. 0 ksi Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft " Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 .00 26. 00 0. 180 0. 180 0 . 000 0 . 000 0. 360 0 . 360 SHEAR: Max V (kips) = 7 . 36 fv (ksi) = 2. 62 Fv 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center. Max + 47 . 8 13. 0 0 . 0 1.. 00 17 . 18 24 . 00 17 . 18 . 24 . 00 Controlling 47 . 8 13. 0 0. 0 . 1. 00 17 . 18 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2. 68 2 . 68 Max + LL reaction 4 . 68 4 . 6.8 Max + total reaction . 7 . 36 7 . 36 DEFLECTIONS: Dead load (in) at 13. 00 ft = -0 .358 L/D = 871 Live load (in) at 13. 00 ft = -0 . 626 L/D = 499 Total load (in) at 13. 00 ft = -0. 984 L/D = 317 L 1\C]1'1•.J LJ L!]1'1 V L • V V1Gl V 11.Y LG G1lL Lt::J 1I 11 Licensed to: Dan Braman, P.E. .; Job: Sroczenski Res. Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) W12X22 Fy = 36. 0 ksi Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 022 .k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 18 . 00 0 . 278 0.278 0. 000 '0 . 000 0 . 740 0 . 740 SHEAR: Max V (kips) = 9. 36 fv (ksi) = 2 . 92 Fv = 14 . 40 r MOMENTS: Span Cond Moment @ Lb. Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 42 . 1 9. 0 0. 0 1. 00 19. 90 24 . 00 19. 90 24 . 00 Controlling 42 . 1 9. 0 0. 0 1. 00 19. 90 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 .70 2 . 70 Max + LL reaction 6. 66 6. 66 Max + total reaction 9. 36 9. 36 DEFLECTIONS : Dead load (in) at 9. 00 ft -0. 157 L/D = 1379 Live load (in) at 9. 00 ft - -0 . 386 L/D 559 Total load (in) at 9. 00 ft = -0. 543 L/D 398 LVi1.100Gt11.1 V4. V - vinV1U.y Lcaui ic�Jll '. Licensed to: Dan Braman, P.E. Job: Sroczenski Res . Centerville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X58 Fy = 36. 0 ksi Total Beam Length (ft) = 31. 00 Top Flange Braced By Decking LOADS: . Self Weight = 0. 058 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 31. 00 0. 240 0. 240 0. 000 0 . 000 0 . 640 0 . 640 SHEAR: Max V . (kips). = 14. 54 fv (ksi) = 3. 31 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 112 . 7 15. 5 0. 0 " 1. 00 17 . 33 24 . 00 17 . 33 24 . 00 Controlling 112 . 7 15. 5 0. 0 1 . 00 17 . 33 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 . 62 4 . 62 Max + LL reaction 9. 92 9. 92 Max + total reaction 14 . 54 14 . 54 DEFLECTIONS: Dead load (in) at 15. 50 ft = . -0 . 449 L/D- = 828 Live load (in) at 15 . 50 ft = -0 . 965 L/D = 385 Total load (in) at 15. 50 ft = -1. 415 L/D = 263 � pftHE p� BARIPSSTABLE DAM TO 01 FRK, Town of Barnstable. DEC 20 P 1 '53 Zoning Board of Appeals Decision and Notice Special Permit 2006-094 -Sroczenski Section 240-91.H(2), Demo/Rebuild on Nonconforming Lot- Not in Compliance with Required Setbacks Summary: Granted with Conditions Petitioner: Rod T.and Colleen M.Sroczenski- Property Address: 14 Johnson Lane,Centerville,MA Assessor's Map/Parcel: Map 193, Parcel 077 Zoning: Residence D-1 Zoning District Relief Requested & Background: In Appeal 2006-094, the applicants, Rod T. and Colleen M. Sroczenski sought a special permit from the Zoning Board of Appeals to demolish an existing-single-family dwelling on an undersized lot and rebuild a new single-family dwelling on lot not in compliance with current required setbacks. The special permit was sought pursuant to Section 240-91.H(2) of the Zoning Ordinance of the Code of the Town of Barnstable. According'to plans submitted, the property is a 22,683 sq.ft. parcel addressed as 14 Johnson Lane, Centerville MA. According to the Assessor's record, the existing dwelling is a four-bedroom, one story, split level structure of 1,486 sq.ft. of living area with an attached two-car garage and deck. Proposed plans for a new dwelling dated August 30, 2006 were submitted with the application that proposed a two-story, four-bedroom, single-family home. The applicants requested that a special permit be granted to forgo the minimum side yard setback of 10 feet, the 50-foot setback to great ponds, and the 30-foot setback from wetlands. The applicants seek to retain the home and the existing pump house in the existing non-conforming location. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the office of the Zoning Board of Appeals on ; September 12, 2006. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was.opened November 1, 2006 and continued to December 6, 2006, at which time the Board found to grant the special permit subject to conditions herein. Board Members deciding this appeal were, Randolph Childs, James R. Hatfield, Ron S.Jansson,John T.,Norman, and Chairman Gail C. Nightingale: Attorney Philip Michael Boudreau represented the applicants who were also present during the ' proceedings. Mr. Kevin Healy, the consulting engineering from the BSC Group, was also present. .Attorney Boudreau presented the background on the lot and its proposed development. He cited that under Section 240-91.H(2) of the Zoning Ordinance, the applicants can, by special permit, request the reduced setbacks being sought in the redevelopment of the parcel. He presented the plans originally Special Permit 2006-094-Sroczenski - submitted and dated August 30, 2006. He noted that the living area of the proposed-new home was 5,174 sq.ft. He reviewed the requirements for the special permit stating that the gross area of the building to be built was 6,665 sq.ft. which represents a floor area ratio (FAR) of.2936 when the M ordinance allows a maximum of.3 FAR. The footprint of all structures to be built totals 4,534 sq.ft. or 19.99% lot coverage when the ordinance provides up to 20% lot coverage. - Attorney Boudreau noted that on May 6, 2006, a variance from Title 5 and local Board of Health regulations was issued by the Board of Health for the proposed on-site septic system. He stated that the variance was issued with the restriction that the dwelling be limited to a maximum of 4 bedrooms. The nature and type of system was discussed and it was determined that the variance was issued as.a repair to the system and would still be applicable to the rebuilding of the new homer The Board asked about any conservation issues. Attorney Boudreau cited that the proposal is scheduled to be before the Conservation Commission on November 28, 2006.' r Public comment was requested. Sheldon'Stewart of 602 Shoot Flying Hill Road-spoke in favor of the grant of the permit as he felt the new dwelling would be an improvement for the neighborhood. The Chairman noted that the applicants had submitted 6 letters from abutting property owners in support of the request. They.were from: Dennis Manizza of 46 Johnson Lane,John and Judith Vellone of 552 . Shoot Flying Hill Road, Sheldon and Salijane Stewart of 602 Shoot Flying Hill Road, Brian and Valerie Jansson of 6 Bridle Path, Barbara Simonelli of 36 Johnson Lane, and Avis Ochs of 44 Johnson Lane. The Board noted that they would like to have the benefit of the Conservation Commission review before rendering of a decision. Certain Board members indicated that they.were concerned with the size and gross area of the proposed dwelling. A conversation pursued reviewing the dimensions and the Board inquired if the applicants would consider reducing the size,of the proposed dwelling. The applicants agreed they would revisit the plans. The hearing was continued to December 6, 2006. At that continuance, revised plans dated November 21,82006 were presented to the Board. Attorney Boudreau reviewed the revised plans and submitted calculations comparing the prior plans to the revised building plans. He cited that the revised plans reduced both the gross area of the building and the footprint/lot coverage. It was noted that.the living area was now 4,563 sq.ft. Mr. Boudreau stated that the Conservation Commission had received and reviewed the revised plans for the structure and . had no concerns with the proposal for the dwelling but did wish to further review the former pump house structure situated on the property. The Conservation Commission hearing was continued for additional information on that structure and the drainage easement. Attorney Boudreau indicated that the outcome of that issue would not affect the principal structure.' ' The Board and applicant reviewed,the figures submitted and compared them with the plans. The Board requested.that the applicant's engineer review,those calculations and verify them before ruling on this permit. That was accomplished that night to the satisfaction of the Board. Findings of Fact: At the hearing of December 6, 2006 the Board unanimously.made the following findings of fact: 1. This appeal is a'request for a special permit pursuant to Section 240-91.H(2). The applicants seek to demolish the existing single-family dwelling located on the lot and rebuild a new larger single- 2 Special Permit 2006-094-Sroczenski family dwelling not in conformance with the current setbacks requirements. The applicants are Rod T. and Colleen M. Sroczenski. The subject property is addressed as 14 Johnson Lane, Centerville, MA and is shown on Assessor's Map 193 as parcel 077. It is in a Residence D-1 Zoning District. 2. According to plans submitted, the locus is a 22,683 sq.ft. parcel located off Johnson Lane and fronting on Wequaquet Lake in Centerville. The locus is identified on Assessor's Map 193 as Parcel No. 077. The parcel was created by a July 20, 1970 plan entitled "Revised Plan of Lots at Wequaquet Lake, Centerville, Mass. Belonging to John H.Johnson recorded in the Barnstable Registry of Deeds in Plan Book 347, page 37. The subject parcel is a combination of Lot.No. 8 shown on that plan and an adjoining area of land identified on that plan as "Way" — "Drainage Easement". Lot No. 8 was created under the Town of Barnstable Subdivision Control and conformed to zoning requirements at that time. 3. According to the Assessor's record, the existing dwelling is a four-bedroom, 1,486 sq.ft. living area, one-story, split-level structure. There is also an attached two-car garage and an outdoor deck. Additionally, there is an out-building situated.on the 'Way' lot. That out-building is a former pump station now being used as an accessory storage shed to the dwelling. 4. The principal structure is 33-feet off Wequaquet Lake and the deck is 23-feet off the lake. The former pump station (now shed) is directly on the water as well as 1.5-feet off the side property line. Currently, all non-water dependent structures require a 50-foot setback from the mean high water on any great pond as per Section 240-7.G(2). The,required front yard setback is 30-feet and the side and rear yard setback is 10 feet in the Residential D-1 Zoning District. y. 5. The lot was legally created in conformity to zoning at that time and was not until afterwards that the minimum lot area for the district was increased. The dwelling, when constructed inl972, conformed to the zoning setback requirements at that time. The 50-foot setback to great ponds was amended into the ordinance in 1983 after the structure was built. Therefore, the lot is a pre- existing, legal, nonconforming lot that was developed in conformity to zoning at the time it was developed. 6. According to plans submitted, the applicants seek to build 'a new, two-story, four-bedroom, single- family dwelling. The structure is to have a footprint of 4,163 sq.ft., for a total lot coverage by structure of 17.31 %. The total gross area of building on the lot is to be 6,230 sq.ft. or a floor area ratio (FAR) of .2747. 7. For the Board to issue a special permit under Section 240-91.H(2), Provision 'a', the plans must conform to all requirements of that`section. The plans for the principal structure conform to the required front and side setbacks for the district. However, the proposed setback from the great pond which is to remain deficient will equal that established setback of the existing structure. The, . proposed new lot coverage conforms to the 20% maximum lot coverage limitation. The proposed plans appear,to conform to the 0.3 floor area ratio requirement. The plans conform to the 30', height/2.5-story limitation."� « 8. This application falls within a category specifically excepted in the ordinance for a grant of a" V special permit and after evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good 3 Special Permit 2006=094-Sroczenski or the neighborhood affected. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling as evidenced by the neighbors support for the grant of this permit. Decision: Based on the findings of fact,a motion was duly made and seconded to grant.a special permit for the demolition and reconstruction of a single-family dwelling subject to the following conditions: 1. Redevelopment of the property shall be as proposed in plans submitted to the Board and initialed and dated by the Chairman. The proposed site plan is entitled "Plan of Land to Accompany a ; Notice of Intent (N.O.I.) for Proposed Renovations and Additions at#14 Johnson.Lane Centerville, Massachusetts" dated October 5, 2006, last revised date of 11/21/06 as drawn by BSC Group. 2. The new structure to be built on the property shall be that dwelling as presented to the Board and as shown on Architectural Plans entitled "Proposed Renovations to Existing Four Bedroom Home, dated 11-21-06 as drawn by JB Designs, and consisting of 4 sheets dated and signed by the Chairman. 3. The dwelling, as conditioned by the referenced plans above, shall be limited to a maximum of four bedrooms. 4. The living area or habitable area of the dwelling shall not be expanded beyond that 4,600 sq.ft. as represented to the Board. That measurement being taken from the inside walls of the structure.. and does not included the garage, utility room nor the detached shed. 5. The existing shed, commonly referred to as the former pump house, shall not be expanded in footprint or expanded in gross floor area nor shall it be used for living purposes. 6. The development shall conform to and beJ.maintained.with all Board of Health terms and conditions for the Title 5 on-site septic system. 7. All development shall conform to and be maintained with all conditions of the Order of Conditions to be issued by the Conservation Commission. 8. During all stages in the demolition and reconstruction of the dwelling, all vehicles, equipment and materials associated with the demolition/reconstruction shall be required to be located off the right of ways of Johnson Lane except as may be required to install utilities and landscape, and then only on a temporary basis. } 9. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located so as to conform to the minimum required setbacks for the district: All mechanical equipment shall be screened from neighboring homes and ways. ; 10.The development allowed in this permit shall be considered full build-out of the property. The structures authorized shall not be expanded nor other buildings and structures added without prior approval from this Board. 4 Special Permit 2006-094-Sroczenski 11. Use of the property is for single-family use only and its accessory uses as permitted under zoning. It shall be for year round residential use and shall not be rented or leased on a short term basis. That being for less than 6 months. 12. This decision must be recorded at the Barnstable Registry'of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals office and to the Building Division before any demolition or building permit is issued. The vote was as follows: AYE: Daniel M. Creedon, Ron S.Jansson, Randolph Childs;James R. Hatfield,and Gail C. Nightingale NAY: None Ordered: Special Permit 2006-94 is granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. ; C,✓ fa av o�J G i C. Nightingal Chair an Date igne I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County,Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed.this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this l C �day of , U ',r under th�%pains rd penalties of:perju.ry. �z� IL Linda Hutchenrider, Town Clerk { 5 , LEGAL NOTICES:�. .. 1MS3/AB E�GIN1ft�01OA dF—A".EALS:-' - IT Q IPUBLIC HE1�FtING 1JNDER THE f j DEEEM815 ¢;200&N s Ny a r 1• y ; 91,9tes€h;br a Is' he ectiol�i 'ff of phapter 40Athis G" i f @ Gommdnwea o Maa§act @K nd all amendments theteffi out i A ed that + ` - `"r s M. �ti#(2for A, th Idtafi° ea �n0 e�ling�Rd#o reb Rif nevlf far erg n le-f m��vi+g111ng " L t to at is a s�b 0 iC The prnpeligds address d aa5h41e Rbg-d-'fi � ov p n}(ssessor Sgf 25$es pares 098 it¢�s iR a » I Fees{i(�de�ryn���5q �3yr�t3Yn� 2 i , A} .,Y A4"a D� �QY1x"`{.3 7 ..'�Xd a �b 'a a a'nc {to ecfjon u e9_a ioosMiniur�ront�lard i ei6�aC r ft`ey ppl ca�i{s ee (o r"}nst�et ari ddd�`ttidRt4�t eXis 0 due lmg th, will itS t d ' e i th'1 €"egHir�' 9F�i tt3n am*moth '�u#y dta i fouse i�t©b e + sddrli;g '4Ar�p4nss4bakar# uls �IEs� s({ n ssesso s Ma 022 as paroel'102 It as iq a F�eside�ceFFogie�i?itnctP K �x^ 'ul'Y715'iTfQ Y4':�Y•:N i'W3'�144 - t.L 1 t ac 7:45 P�1` I4 eal2 = oir�� � t Jas gstda ed * aal P@rttiit�rtrsuant to Seeteti�40 9 .F�(2} ` Qe e`top u 'rotot�oh , - �ntaaakstorirct a'pte�StiiSgnonoota�, F forming single family a t Am,r .�oOftwit6current7itiniip lj.yardsetbacks±1 j W. fio,[, a zgr}i did , per# Yis'addrssed a 5 a(Rigu#ft,fga ( ouk � � � fit IT, Wand i W pw on Assesso Ma ar T 099 �t ism a iLz7..-- ' - J��W'rFi6 n ir�g'�is 7:4 ftw /Ippeal 20D aa. Morin = �as}�; Ropl ttspp� r� adgrlces to Section 24011 E, Bulk tegaU�as oea, i 6 ��o Vf t aid thq Mu Irn I00 fioot�setl?a frg outs ll '. �T e`pica ,see s Y liefin order:4o.construd a sin'gltarn > aiba9�n tre e cis iri lranarice ari sod fttin the e(!te bve td'th t; v�e sp Cial pe :request The�roperty is addressed as 358 Falfnou'W.Road(Route?$t entecwlle ehon►Asse $oi`e M@i as parcel Q� IiKartlgrk� g Zoning District �tFy s3 is.ve � = f, z' gs Q tie'.heid at.:the 8a iistible T4Wri kiai 3'Gy AAafn Stfieet._ These Putillc Heanri Hyannis, Jear� q' om, "t"i�o� Wednesday�Qecemberli�2006 Plarisand appbcations ma to rev�ewect it ie ining Board o f� pe0 i Office%G foxrth M�naOe t Of rt"ce':* A M tneRfDeparimen ToWR �ey2IstinStjestYa� iss t f e Y all C TlrgiTirrgale �hairmaR - rj f t!;x'3P0i f .y�.r'•�:rx s :Zoning:p4aiCi n �ppe�l t y - .. �• - :Ew-�Y+.a1"-��-V��i S�x��+k.a'.�.,fi`• '+ �' � f YY �45 P 'asi.S f7 Y' i�'kt' � ^ . ' ' w G a ' t g a t1 a#sd gvetgylof 24n 2G06 a w r x. . Zoning Boardy of Appeals (ZBA) Abutter List: Map 193 Parcel 077 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300'" ring of the subject lot. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 10/5/2006 Mappar Ownerl- Owner2 Address 1 Address 2 City State Zip Country r56�1 BARNSTABLE,TOWN OF(M`LJN) 367 MAIN HYANNIS MA 02601 USA STREET 193009 PIKNICK,TODD A 613 CENTERVILLE IMA 112632 JUSA SHOOTFLYING HILL RD 193019 MG DEVELOPMENT CORP %WALDRON,TIMOTHY J 1330 PHINNEYS HYANNIS MA 102601 JUSA —7 LN 193020 OHNSON,YOLANDA D 10 HILLSIDE DR CENTERVILLE MA 102632 193021 O'BRIEN,JOHN F& O'BRIEN,MARGARET. I i HIGH ST LPH MA 102368 " e 193032 SCHWARTZ,BARBARA r 315 CLAFLIN ImAmAmRoNEck. INY 110543 USA AVE 193033 WILLIAMS,R ARTHUR& WILLIAMS,BETTY L 7 HAVILAND CENTERVILLE IMA 102632 JUSA WAY 193034 JELIAS,LORI R&JAY M& REITZAS,LISA&DANIEL 50 BOW ST EAST GREENWICH RI 02818 USA 193035 STEWART,SHELDON F&SALIJANE a ,PO BOX 2110 CENTERVILLE IMA 02632 193041 ANSSON,BRIAN&VALERIE J 6 BRIDLE PATH --]SHREWSBURY IMA 101545 JUSA 193042 SIMONELLI,BARBARA E&JOSEPH 36 JOHNSON LN CENTERVILLE IMA 02632 USA E _ 193043 OCHS,WALTER C&AVIS E 44 JOHNSON LN CENTERVILLE IMA 102632. JUSA 193045 MANIZZA,DENNIS A ETAL TRS ' 4171 FALKIRK 1OXNARD. CA 193035 JUSA BAY 193075 OCHS,WALTER C&AVIS E 44 JOHNSON—j— CENTERVILLE IMA 102632 JUSA . _ LANE , 193076 STEWART,SHELDON F P O BOX 2110 CENTERVILLE ]MA 102632 JUSA Friday,October 06,2006 ;` Page I of 2 • - _ \\ -� Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 193077 POWER,NANCY&,. BOYD&BOYD PC TRS %SCROCZENSKI 848 CEDAR ST JW BARNSTABLE MA �02668 • § is ae ROD T& COLLEEN 193078 YOUNG,EST OF RUSSELL A JOAN L YOUNG 92 YACHT CENTERVILLE MA 02632 USA CLUB RD 193215 GOLDMAN,DAVID 75 IVERVffiW CENTERVILLE MA 02632 USA LANNE 193216 GOLDMAN,DAVID . JOANNE S GOLDMAN 75 RIVERVIEW CENTERVILLE MA rM2 JUSA LANE 193219 GOLDMAN,JOANNE S 75 RIVERVIEW CENTERVILLE IMA 102632 JUSA LANE 193220 GOLDMAN,DAVID_ . JOANNE S GOLDMAN 75 RIVERVIEW CENTERVILLE MA 102632 JUSA • LANE 1193247 SYLVIA,MATTHEW&SHIELA J%SYLVIA,MATHEW J&SHEILA M BRAKIM 14 HILLSIDE CENTERVILLE MA 02632 USA TRS FAMILY TRUST JDR ti , , U P . 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' �•.��r� T''-9'°a' •'rL �:. • a �i a�.,� ,:.• y� .tea :a. 4 r k ..��, r � ir`,t^, � '^`,;LL� ...�•r 4� /yf.,-�•Y. I�r �i .rK.x '�� .� •.Y +ek.".},w l�'�� .;�i�' fr. r pY.�� zx, �y{•r,�-i. �''- �;";s'�''r`§'F4". w. .,, za. "fr;�t.•/ s rt*�s • �.�' p�' �s'`�Tw` "@� "S k �:•. r�3�.:r' �4 w�7 r �i'' h ,�.�y , ':r�i a. � ;:,.� ,• .. ` ?aP� i ���n+`��ak��.-•4ri�". • � �er��+�ri,]r ��z��4���k�,E��it�, �a4 ='.»��•.�9w����1� �1 a TOWN OF BARNSTABLE ' r 88HH9T/1BLB, i "6 9 ,,� BUILDING INSPECTOR °tea Mnv a• . APPLICATION FOR PERMIT TO ......... .1/. ?f!Ir.........�il?.f./ ........... TYPE OF CONSTRUCTION .... P 9..C/......&en.c'r.................................................... ... /....I9.f .. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to thb following formption: � r Location ...1/!!..�. h! !' �/ .......... rs. ....................�................. ....................................................... Proposed Use ........ ./z ..........eZ!??i.........../.l.. J�.�.. f?G: .................................................................. Zoning District .......... ..... /..................................... ...Fire District ...... /A; -:................................ Nameof Owner ... 1�1.77................Address ..... ...................................................... Name of Builder �/1�Yf4`e.....G.of7cT7jc�c <s�.....Address .................................................................................... Nameof Architect ...................................................................Address .................................................................................... Number of Rooms ..................................................................Foundation Exterior .... .. .4'i�lt...;.. /. .... � �Y.f .t/l.Q!{ilf...Roofing .. Floors Interior .....�.7 :... . l`' ... Heating �! �/ u t/s© �`.r.......Plumbin � n..... :............/� ..T. 1..... g a!f/!� 1 !/ .......Approximate Cost .�`�. {..� C� Fireplace ........../..�,..S..................................................... ... ..........................................., i Difinitive Plan Approved by Planning Board __1__�°_�_________________19 Diagram of Lot and Building with Dimensions s • t 't I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardi g the above construction. am ...... ...... ... ..... ... .................... Young, Charles -7, 14656 one story No ................. Permit for .................................... z single family dwelling Lqqation ).!4...Johnson Lane (Wequaquet Lake) A .................................................. .........................Cent.e.rv:11.1.e . . ..............;............... ........ ........ .. IX Charles Young Owner .................................................................. 0 N0 -A frame U, 4 Type of Construction .......................................... q< N 0 ................................................................................ V) U, Plot ............................ Lot ................................ -j- C" (-9 Ca IA- 0 ez% 0 Permit G December 21 71 ........................... A Granted .... ... .....19 0 Date of Inspection ...... ........... ..........19 -111Z, 0 0 rl. 1"D a 2. 17 Date Completed .... . 72-19 ......... ......... yl LD U-) 0 PERMIT REFUSED ................................................................ 19 ............................................................................... log- r) ............................................................................... ............................................................................... ................................................................................ Approved ...................... ......................... 19 11 '97 10/ T �................................................................................ ............................................................................... / LOCUS INFORMATION N_O.SI TE DeSCItwnON h INI / u"` ---'• — Niiba - / /Q CURRENT OWNER: ROD&COLLEEN SROCZENSKI GROSS FLOOR AREA: 6,230t S.F.(27.47%) 1_ 11 06 REDUCE GARAGE TITLE REFERENCE: 21059 /290 COMBINED LOT AREA: 22,683fS.F. RACE COVERAGE i..,..s v.,..,.h,.a,m...wn.,.,.n.•;osa Rns,n n / ,Q 243/37 EXISTING COVERAGE am - _W::!kvs-t•i-,. / //v PLAN REFERENCE: BSC PLAN DATED 9/8/08 (DWE./°SHED/GAR./PAD/DECK) 3,5113S.F.(15.4817 2 12 2 ADD PLANT9iG5 / 4 _ PROPOSED COVERAGE — \ ASSESSORS MAP: 193.PARCEL 77 (OWE/SHED/CAR./DECK/PORCH) 4,1631:S.F.(17.31� 4-1 ZONING DISTRICT: R0-1 (,S 20NI EXISTING UANG SPACE 2,4893SF. 03r<Rko reorza cmoxmr «l1 3 _`p / 4 /moo IRON PIPE SETBACKS: FRONT 30' (• \ (L Q Q SIDE 10• PROP.LIVING SPACE 4,5631 S.F. 20.12.'i) LOCUS PL� ! 2 P J / FOUND k REAR 10' OVERLAY 04STPJCT AP taz.+s MINIMUM LOT SIZE: 87,120 SE NITROGEN SENSITIVEZEE NOT A ZONE II 4r. /// ReacnnvRh'..Rwtiu,.nrFbMar+rvon ma.vrrv.. Ina 5 Y .� R � c� FEMA FLOOD s av WSA lial 21.1:123• 3 [ I O ZONE DISTRICT: 'B',DATED 8/19/85 NIS-;'r.ur..... .a.r..,n-. �In--- _.„• r'\-O-O �t / `SsO o0 / PANE p50 0015 Cj C3 Q Lncus ' O. R R oo 0 EXTENT OF BORDERING (K veaunauE " 1 LAND SUBJECT TO �IN �� PR F0 1 81'04' WF—A ' FLOODING PER DEP X 38.9 OP05ED HA A S _ 63,t 50 ,� ELEV 35.0 �9 c^ 'iGTAI S1 PROP. H-20 EXTENT OF LAND g 28 ASSESSORS MAP 193 ,�4 �O r^� 1500 GAL. ELL/ ! UNDER A WATER y * t 1 BODY PER DEP PARCEL 78 �� � /^ Po\ T" TAN 38 5 REA I ELEV 33.5 o #614 SHOOTFLYING HILL ROAD � �� � \ l ..PROPOSED PLANTINGS �� < + LL- •X 39.3. �� /� i�� i� I o< SPLIT LEVEL h } ! CONCRETE ��)- ��6 �� , ' ' �/ ,� 34.4 m LOWER LEVEL 1 PAD TO BE m' SPIKE 13.5' \ �ii ���� A/C ! y ELEV 35.1 EX T. 1 4. 1 I REPLACED WITH 01 FOUND/ ool C C. 1 •F A4- f9tl ! PERVIOUS o � ,/ Ole ( 4" PVC 30' P D F 3r ! ( PAVERS iILI Y\ ♦� -' �— EXISTING ( -XIa ® N W PLAN OF / o`O 100' BUFFER \ le — 4 BEDROOM ! 00 e ` � 1 v j LAND TO WETLAND O DWELLING ! >- ® cn LILJ TO AOCOWANY I BO OL ; 3 FIRST FLOOR ! O = ® _ F A) Y A , PROP4 H-20 ♦♦ ELEV 39.6 0 -i �� ®i i O __ 33.7 10001GALLON '` PROP. FF 41.6 ! N r e 01 c� 1 Q NODE OF INTENT 8 1� D D .•' 1� PUMP! CHAMBER H-20 .► 0 �¢ ® ' �� r� 1 —1 (NAL) C�li 2p ♦ D.WELL •'S� `'� - O o 1 o a rn \ \ Q.E.P. NUMBM \ �1._ F TP-1 ♦ 8.8 X v o O ! a a e 1 \ ,�{ \ w S.E. 003-469O EXISTIN < 0 o \ FOR cT \ 'Pq� q ♦` �/ 38 GARAGE = v m N z o \ EDGE OF GREAT PROPOSED ROPOSE\\ \'� \ tigCF �Fq 6�� ` v ADDITION D SLAB 38.4 z Q ro� Z - o ! CUOND PER CH.LVERT PLANS RENOVATIONS k F TP-2 \ AREA 3 0 w o ,�`r �l V /MD Je \ F SF,y �� �Y 11 r3 a zc� ; . • l ADOI110NS en °° ��S F� O) -X OR \ �` T T LOT8 `� q iNc A B� D. L , S.F. WF #1 4 YIN, op AREA 2 —-_- JOHNSON LANE � ERV 129 EXIST] F E o �' CENI UE ��� 21. 14. 51 00„ ` TO B OVI �, �-'� MASSACHUISETIS 41.3' N -7 1 EX NT OF R� .`_ OF PIPE INLAND BANK PER `��/�S A�FM 42.0' N \ O \r>`�� / 33.6 DEP. ELEV 34.0 N. RCQ SWMZEM T H / / REA =ROUTE 28 -SPIKE WEST YArJXXM �1`XISTING DRAINAG MA Op • �OUND (5W)367-3325 z 4 � \ O EASEMENT ANDS 0- �$ \\UP � AY 2,756t S. E IRON PIPE Nam \ `FOUND 1 EX15� P\P N 'A,05�00 FOUND GROUP 349 Main Unit `/�� \ \ \ EXISTING ' , W.YaT1I1WN1 Massachusetts z �— - FORMER PUMP STATION No oz6>3 WF-BF B \ \ PIPE \ Z 33.00 " NOW USED AS SHED. 508m8919 3 ASSESSORS MAP 193 WF-82 \\ \ / \ l N 89'29'00 E DA1E ocTloeEa S.2006 II \ \ ` S. COMP. GN: K.ISALY PARCEL 76 f WF B5 \� \ `sS, ASSESSORS MAP 193CHECK- M.CM v 19 JOHNSON LANE \ O \ PARCEL 41 DRAWN: R. LY � Oi �.38 , FIELD: D.GA2ZOZOL0/d MCCARi1N co \ \ \ qy� #26 JOHNSON LANE FILE NO. BB14-NaMM a WETLAND \\ DWG N0.5890-04 1 a1 108 NO.4—B914,00 A 24'-6' 26'-0". 9,-8° 5'-tl° 6'-3" 24° 8'-14° B'-109f" - 4'-0' .. TTP.RaIMG 4Y HW i - m ROOF DECK TW30410 4 30410,TW30410 � - �A TW2832 -� ---- --- 2, 4 o ; LAUNDRY - 5'-814" 2 4'-T" TW2846 TW2846 Y TW2842 N M/BEDROOM �j 16'-89{" + •��' In . g = U m F 2XI2 G.J. . GUEST 16" C • O.C. �. BEDROOM g Y 4 BATH a - 9'-6° z ;_ e'o• `� --- - _ Opp eoac euELvee_� . T. QW.LC. T9• .__ BELOW - p.-0. Ys' 26'-�, -- -- N �I�RII H! HI Hid -- __ --- - ------- -- ----- r 1 AlEAT W.I_G. ----- --- g U. t - ROOF I l J _ -- _ -- 4 �j O - U V _ SITTING AREA ------------ LNG • � BALCONY �j;' W • PEEAmra3'. aoo V TW2842. T'W2842-2 ! cxr roeT - T_ \ �A!-e b . HIE . STORAGE �+ - TW3046-2 TEMP. TW2846- ;, 4,An 4 ROOF Oorl b SECOND FLOOR FLAN eoo F /y ROD-COLLEEN SROCZENSKI PROPOSED RENOVATIONS TO EXISTING PATE REVISION DRAWN BY PAGE D`os lf..�lns 14 JOHNSON LANE I FOUR BEDROOM HOME. ! . 03-10-01 a •4 7F $ us.io•. VV �! TT7TT`TTPT'}T CENTERVILLE MA" I ru MNCYNACAi avAueNAr tsn�e PIPECrL{gAiR AA1�Wa^eAlE rew cavv.4mw UM Ate AfUW4VC0@/r a°AU rcnaveW FVMV06. - IL AU AWFNs avas A"V&l A96alI FM: A&NWPY el6Prx , tG"al.lYe qOV@ t:a lE11 Ald)a�dWA�a e�Lwa/'4Y/YJT GF MW itev UALB Mpr as LiE mmviwd®or L4ru am c4vcv,de AAO A&I,,4" eW YS.PY 0IAE4CURAL fiLell 715 OM e160tEN i 6W rat¢&W Krm91GM0 aP AM FW 1e6 CF?AME mAMAM ZMWO CCYtliRC/L'w. rRAcrAe6s clr aaenarrrkL YBPrT P.a ear]l,9 tBCYV J1E0Y10 tXd11 ON taGAL e1Ht�! ow Loa&AAkwom Ao AMC^%a'ACS & A(Qlr64Rl/AGYB i'4.aaw 1 RIDGE VENT 2Xi2 RIDGE . p • 2X10 RAFTERS•16"O.G. 1/2'PLY.SHEATHING (/ 150-ASPHALT PAPER ATTIC ASPHALT SHINGLES p y - 3/4"T/G PLY. F t 1/2"WALLBOARD NAILED 4 GLUED, 2X6's•I6'O.G. 2X12's C.J.•16'O.G. 2X12's b,J,•16"0.C, RIB INSULATION R30 INSUL, II-1/8"LVL'e Q 1/2'PLY,6HEATHNG 1X3 STRAPPING O• 2-14"LVL' 7YP.HANGE28 m TYVEK.WRAP OR EQUAL 1/2'WALLBOARD 2" AFTERS•WO.G. BIDING LAUNDRY RAFTERS BALCONY � 1/2"PLY. HEATHING - cueTo"+RwaPa 15•ASPH T PAPER ix Y <-2X10'e•16"O.G, -� c. ASPHALTSHINr i ew VENT Rlbe6t'm�RA� iV TYP.RIM - TYP.HANGERS I I I II II y •. -� --- �� w've Ah.r. iV m �p • 1�li I, II-1/8"ENG,I JOIST 2XIO•I6 O,G, 2X10 TYP.HANGERS y -- IX6 T/G BRDB, 11-1/8"LVL'e = _ eT�eenn IX3 STRAPPING un Ti�eRne. _ 3-2XI2's W TRIM I. 1/2"WALLBOARD .W TYP.FL414GER8 _ d • rt eme FARMERS GREAT ROOM m PORCH FOYER I , COVERED F,OCH 3-2XI sPT 3/4°T/G PLY, J J - IX DECKING - NAILED 4 GLUED, IX DECKING �-11-1/8"ENG,(JOIST—� 2XIOs PT•I6 O.C, II-1/B"ENG.I JOIST F-II-1/8"ENG.I JOIST' ? PER MANUF, -- -—- 2XIO PT•I6"O.G.': - _L F-II-l/8'ENG, (JOIST—> TYP,HANGERS 'PER MANUF, - - PER MANUF, -- g B•,2)(I2's GIRDER RIB INBUL 3-VT"CONG,FILLED Q ! LOLLY COLUMN. 4'CONC.SLAB, 9 BEARING WALL BELOW - i 1/ BEARING WALL B L1 TYP.HANGERS (A)8TEEL BEAM it it it I o CROSS SECTION (C) > J BEARING WALL BELOW . RIDGE VENT 2(12 RIDGE F II-1/8"ENG.I JOIST—� ti Y p ? PER MANUF, (t%� 2XIO RAFTERS•16"O.G, 1 1 q 1/2'PLY.SHEATHING F II-1/8"ENG,1 JOIST—> C9 ll)a 150 ASPHALT PAPER ' PER'MANUF. - I II Q ASPHALT SHINGLES - - II-1/8"LVL'e TYP..HANGERS V' LppD 2X12's G.J. 16'O.C. IXCs - ---- 3TRAPPIN I/2 WA LLBOARD �vL.'.wm meow � Q pp1�� L �- M/BATH SHOWER �,��" T/G PLY. . NAILED s GLUED, - yt II-1/8'ENG.1 JOIST �^ SECOND FLOOR FRAMING pL N i?C3 STRAPPING Q - - 1/2"WALLBOARD m 1/2'WALLBOARD _ DINING AREA FAMILY ROOM - 2X 's•16"O,C, RIB INSULATION I"'PLY. K WRAP OR EQUAL3/4"T/G PLY, SID m NAILED f GLUED. - 11-1/8'ENG,I JOIST RIB INSUL. - - CRAWL SPACE - . b b .4'CONG,BLAB 4 CROSS-SECTION (5) ROD-COLLEEN SROCZENSKI PROPOSED RENOVATIONS TO EXISTING DATE REVISION DRAWN BY PAGE BGaLE the Desl�,ns 14 JOHNSON LANE I FOUR BEDROOM HOME. 03-IO-O"I N - CENTERVILLE MA. N°UPGi1beOF ORAGN9e LLi iVbO vaaL.eeP R9YiT tl0 f Aav Ovjvt,4CC RI/N ALL WDOC' APO RBPFpqeS'@W/O"A, pO"m /L ILL KOl NSe NMLL Ax7oD e6,OVfmam LPE Y6PFl Q@°1K . I LOCAL AUAJ is 4000 AW OVOM4M'f3 Pwr ee QWBPrPA®eYLLC,K SOS. •Or e/e lSaY jv1,l DAMpNS M4fROreB l60Atf#PO'Lsd66 CCIp/A'A,e IAD IO'03°rA[YE /IIVWFY eneCnLP.Lc H.BEHM KIP 01661ON.eLQ AWTALARWAN.f P"ON". _ KIP eP7P CA'iY/Kee OR KW�Ief OF N®IB OP,1Yes6s GRLMe COYS%C7KK sRAnCEe OF CgMlRCMft VOL-r IB4NRWMACAL OAMEM &WLOMUAMP®PAADffW"42OF Ci/{6 \LA ccllple e TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide = See Trus Joist Framer's Pocket Guide for Product Trademark Information #n- TAp ert. I-~_ Y64 t ---- - - ----- f _86' 3 1/8" T- _ FILE CO�yPY ,e ry,! 22' 6" - ► 7'- >'� 17' 6" _ - 261 _ ', STD E SIGPriED A1iLJ flE�Vl�liE1] JOIST AND HEM LIST P 0 13 TO Pf70J CiUCT1UN Plot ID Length Product Plies Qty APPROVED: Al 38' 11 7/8" TJI 230 joist 1 13 A3 32 11 7/8" TJI 230 joist 1 10 CS A4 30' 11 7/8" TJI 230 joist 1 6 f i DATE. - A5 28' 11 7/8" TJI 230 joist 1 6 A6 26' 11 7/8" TJI 230 joist 1 6 Rml NOTEANYMI MISIONS ON THIS PMIN � A7 24' 11 7/8" TJI 230 joist 1 1 A8 16' 11 7/8" TJI 230 joist 1 5 82 II A10 �IIH2 Rml A3 A9 16, 11 718" TJI 230 joist 2 4 A10 8' 11 7/8" TJI 230 joist 1 1 All 6' 11 7/8" TJI 230 joist 1 4 H2 III Al2 4' 11 7/8" TJI 230 joist 2 8 III Hl III Aml A14 22, 11 7/8" TJI 560 joist 1 3 III III "+ Ml 38' 1 3/4" x 11 7/8" 1.9E Microllam LVL 3 3 NI ,III alll M2 36' 1 3/4" x 11 7/8" 1.9E Microllam LVL 3 3 "III" "III" Al A2 III A4 II I A8 A3 II II II III III 8 11/16•�� it 3/8• III III CS CH CS Ml III �H II Bkl I -ITT �S r 3 3 Al 10 13/16" i AS A7 Lk�4 LEVEL NOTES A6 A13 � File Name: SCAOCZENSE2 REV 3-20-07.JOB 12" o.c. laO.C. I. - Level Name: 1ST FLOOR Plotted: 3/21/2007 07:12 Design Status: 1ST FLOOR....3/20/2007 15:25 ;y I 2ND FLOOR....3/20/2007 13:00 Ica Hl I All al ATTIC........3/20/2007 12:58 ROOF.........3/20/2007 12:54 Ha II 4mi Hl I NOTE: Level design times indicated above provide ,� II All a assurance for proper level stacking. II Design Methodology: ASD Rml `-�S Floor Area Loading Is: JJJ • 40psf Live Load and 12 psf Dead Load O Rml Maximum Joist Deflection:CS CS A3 ■ m L/480 Live Load L/240 Total Load TJ-Pro Rating Information: weight A3 e Lowest Rating: 36 Highest Rating: 69 Glued & Nailed Decking is Required Direct Applied Ceiling is Not Required 1 X 4 Strapping is Required @ 8' O.C. Maximum Spacing Floor Decking: 23/32" Panels (24" Span Rating) ■ • • Normal O.C. Spacing = 16"' *Unless noted otherwise HANGER LIST - Simpson Strong-Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Layout Scale: 1/8" = 1� E1 11 IUT3512 10-10d 2-N10 (5) SYSTEM WARNINGS H2 2 IUS2.37/11.88 10-10d (5)(6) SYMBOL LEGEND 3 Skew cut joist ends at all skewed �■ [� �] �l Hanger Notes; support locations. (5) sacker Blocks Required x Note from operator (6) Filler Blocks Required Point Load CREATED BY Line Load Area Load ACCESSORIES LIST Mid-Cape Home Centers JOB COMMENT3 PO Box 1418 Detail Callout Label Plot ID Length Product Plies Qty 465 RTE 134 \ (See Framer's Pocket Guide) ROD SCROCZENSEI South Dennis, MA 02660 Rml 18' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 11 14 JOHNSON LANE 508-398-6071 Required Bearing Length in inches Bbl 1' 1" net Hacker Blocks 1 24 CENTERVILLE MA FAX: 508-398-4559 (Adequate bearing has been provided if Fbl 4' 2x6 + 1/2" plywood Filler Blocks 1 1 bearing length is not indicated.) y Bk1 1' 1 11/16" 11 7/8" TJI 230 Blocking Panels 1 4 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 72 -� Bk, Blocking Panels; Rm, Rim Board Page 1 of 4 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6,42 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide /�rI See Trus Joist Framer's Pocket Guide for Product Trademark Information FILE 22, 6" 10 24, 6" : 26' - r 1ILn�G SIGNED AND RE UC"NED HANGER LIST - Simpson Strong-Tie Company, Inc.® �RI O R TO PRODUCTION, Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes t APPROVED: H2 194IUT3512 10-N10 2-N10 H2 9 IUT3512 30-N10 2-N10 H3 1 WPU3511.88-2 3-16d 4-16d 6-N10 (2) CS ` _ ®A'�"'E�• H4 2 IUT11 10-10d 2-N10 (5)(6) HS 6 MIU6.75/11 20-N10 2-N10 (5) H6 2 WPU1.81/11.88 3-16d 4-16d 6-N10 (5) 1 6w A3 A3 OTE ANY � VI'S5ON$ ON -T1�91S H7 2 MIU1.81/9 16-16d 2-N10 (5) P�i'BIO�-"� H8 1 MIU1.81/9 16-30d 2-N10 (5) e H9 2 LSSUI25 9-10d 7-N10 (5)(6) Rml H10 1 U14X R49 14-N10 6-N10 (5) Hll 1 U14X L49 14-N10 6-N10 H12 4 HU410-2 14-30d 6-16d (5) E13 1 Not Found 16" H14 1 MIT3511.88-2 4-10d 4-10d 2-N10 (5) Rml H15 1 EB7.12/11.88 6-16d 16-16d 10-N16 (2)(5) B16 2 LBV3.56/11.88 6-16d 4-16d 2-N10 (5) a17 1 HU610 14-16d 6-16d A3 A7 Hanger Notes: (2) web-Stiffeners Required (5) Backer Blocks Required (6) Filler Blocks Required al - ———H10 ,p HS �r a3 rr H1 LEVEL NOTES, II E9 I N II II A9 File Name: SCROCZENSAI REV 3-20-07.JOB A7 A5�' Leg el Name: 2ND FLOOR II Hg II Plotted: 3/21/2007 07:18 H2 A3 .. . _ _ - Design Status: Al 1.3 H4 M3 H11/ 1ST FLOOR R....3/20/2007 15:25 00 2ND PLOOA....3/20/2007 13:00 ATT IIHd ROOF.........3/20/2007 12:54 16^ _ a2 III 12 H2 III - N . . _ -. .,. o III A10 III assurance for: Level esign pr perlmes levelastacking�ove provide CS Design Methodology: -ASD Rml - - _ M1 H17 - . ' Floor Area Loading Is: - 40psf Live Load and 12 p f Dead Load ,O Cg .� Maximum Joist Deflection: 3 - A3 Rml _ ,,. - Pc3 H15 H16 Pci a16 H13 Pc2 _ H14 --. . , ..L/680 Live Load,. s d - 2 2 11 ^ 2 ^ L/240 Total Load TJ-Pro Rating Information: — - Weighted Average: 50 _ - Lowest Rating: 34 Highest Rating:_ 69 JOIST AND BEAM LIST ._ ___ P __ Glued& Nailed Decking is Required Plot ID Length Product - Plies -Qty H —— ———�M 41,—H1 Direct Applied Ceiling is Not Required 1 X 4 Strapping is Required @ 8' O.C. Maximum AS 20' 11 7/8" TJI 230 joist 1 . 12 - .. H1 ——= 1= H 2 - spacing A2 18' 11 7/8" TJI 230 joist 1 16 Decking: 23/32" Panels (24" Span Rating) a ® - ® - — - Floor ,. .. " - - - Normal O.C. Spacing = 16"* T Joist 1 39 p g A3 16- - it 7 8 JI 230 j A4 16, 11 7/8" TJI 230 joist 2. 4 - - + A5 14, 11 7/8" TJI 230 joist - 1 5 . A3 o o • ao°gnI Unless noted otherwise A6 14, 11 7/8" TJI 230 joist 2 2 A7 12, 11 7/8" TJI 230 joist 1 81 SYSTEM WARNINGS Layout Scale: 1/8" = 1' A8 12' 11 7/8" TJI 230 joist 2 4 A9 10, 11 7/8" TJI 230 joist 1 3 3 Skew cut joist ends at all skewed A10 6' 11 7/8" TJI 230 joist 1' 9 m w a —m m o0 M1 18' 1 3/4^ x 11 7/8" 1.9E Microllam LVL 3 3 support locations. SYMBOL LEGEND M2 14' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 1 M3 12' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 3v1 SED• 3 2 Q 7 Note from operator H4 8' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 M5 6' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2 P1 12' 7" x it 7/8" 2.0E Parallam PSL 1 2 `1 Point Load CREATED BY — Line Load Mid-Cage Home Centers — Area Load ACCESSORIES LIST JOB COMMENTS PO Box 1418 465 RTE 134 BBO Beam By Others --- 8-- 5 H5: 6--- 5 H5: -- --_ 5 south Dennis, MA 02660---- -- So t enn e-- — — — -- Label Plies t — ——— — — — Z XI Detail Callout ab Plot ID Length. Product Q y — - — ROD SCROC ENS 14 JOHNSON LANE 508-398-6071 (See Framer's Pocket Guide) Wbl 8 7/6" 2x4 Web Stiffeners 2 4 ——— 3——_—_ —_—6 H7. ——— 7 H6 —— M 8- CENTERVILLE MA FAX: 508-398-4559 Rml 16' 1 1/4" x 11 7/8" 1.3E TimberS.trand LSL 1 16 Pcl 14, 11 7/8" TJI 110 joist 2 2 PC2 12' 11.7/8" TJI 360 joist 2 2 Rml A3 PC3 12' 11 7/8" TJI 560 joist 2 2 - -. - Page 2 of 4 Bbl 1' 1" net Backer Blocks 1 4 Fbl 8' 2x6 + 1/2" plywood Filler Blocks 1 1 Wb2 8 7/8" 7/8" x 2.5/16" Web Stiffeners 2 4 Shl 6' x 8' 23/32" Panels (24" Span Rating) 1 101 FOR THE T3-XPERT WARRANTY Rm, Rim Board; Pc, Parallel closure - - SEE FRAMER'S POCKET GUIDE 17' 41, _ 31' S" 24' TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 l .. t A complete Ti-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information .SAY Iul�'Jl � Suj i � 1 o 86, 3 1/811,— 22' 6" 20' 9" - JOIST AND BEAM LIST Plot ID Length Product Plies Qty M1 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M2 6' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 . P1 18, 5 1/4" x 14" 2.0E Parallam PSL 1 1 , • N FILE COWY MUST BE SIGNED AND RETURNED PR49R TO PRODUCTION ;APPROVED: DATE: NOTE ANY RZ.-MISIONS ON THIS PnINf M2iT __—__ Pl___ Mlj 2 -----1�--- 2 � HBO LEVEL NOTES File Name: SCROCZENSXI REV 3-20-.07.JOB - - - Level Name: ATTIC II Joists 8y Others II Plotted: 3/21/2007 07:19 Joists BY Others wII IIII Design _ FLOOR....3/20/2007 15:25 1 • II III _ _• - 2ND FLOOA:...3/20/2007 13:00 . ATTIC........3/20/2007 12:58 _ II II ROOF.........3/20/2007 12:54 NOTE: Level ssesign lmes l indicated s ve p rovide aurance for properevelacking. • - - Design.Methodology: ASD . . ..... _ - ... Floor Area Loading Is: ,. 30psf Live Load and 12 psf Dead Load - ` _ - _ - .. .• Maximum Joist Deflection: " L/480 Live Load L/240 Total Load - TJ-Pro Rating Information: weighte d Average: NA Lowest Rating: NA - . .. Highest Rating: NA - Glued a Nailed Decking is Required - - - Direct Applied Ceiling is Not Required , 1 X 4 Strapping is Required @ 8' O.C. Maximum a ® .. a e - -. - Spacing - - - - - - Floor Decking: 23/32" Panels (24" Span Rating) Layout Scale: 1/8" = 1' - - SYMBOL LEGEND tI REVISED: 3—Z 0—0 7 � Note from Operator - . . . " U Point Load CREATED BY — Line Load , Joiete By he a_ Joists By Others _ Area Load . Mid-Cape Home Centers - - JOB COMMENTS PO Box 1418 BBO Beam By Others 465 ATE 134 ^SYSTEM WARNINGS ROD SCROCZENSXI South Dennis, MA 026 (Adequate bearing has been provided if 60 Required Bearing Length in inches 14 JOHNSON LANE 508-398-6071 CENTERVILLE MA FAX: 508-398-4559 bearing length is not indicated.) 3 Skew cut joist ends at all skewed - support locations. Page 3 of 4 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE `.17' 4" _ 25' 111, TJ-Xpert 6.42(#693)C6.42 D6.42 56.42 P6.42 A complete Wm-Xpert framing plan requires the Trus Joist Framer's Pocket Guide . � See Trus Joist Framer's Pocket Guide for Product Trademark Information O 86' 3 1/8" IN E2 2 E3 HANGER LIST - Simpson Strong-Tie Company, Inc.® a Plot ID Qty Product Label Top Nails Face Nails member Nails Notes N E1 2 LUS48 6-10d 4-10d DS H2 1 LUS48 6-16d 4-16d DS H3 1 LUS410 8-16d 6-16d IS c Hanger Notes: • JOIST AND BEAM LIST Plot ID Length Product Plies Qty Ml 30, 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M2 26, 1 3/4" x 9 1/2" 1.9E Hicrollam LVL 2 2 M3 16, 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M4 12, 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 MS 10, 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M6 B. 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 4 FILE COPY MUST BE SIGNED AND RIoTdIRNE® PMOR TO PRODUCTION _ APPROVED: DATE: NOTE ANY REVISIONS ON THIS PnIIVT LEVEL NOTES File Name: SCROCZENSRI REV 3-20-07.JOB " _ - Level Name: ROOF Plotted: • r :, ». s - ,i" ., DesignStatus:/2 007 07:22 M3 _ __H1 1ST FLOOR....3/20/2007 15:25 .. 2 2ND FLOOR... 3�20�2007 13:00 -.. .. ATTIC........3 20 2007 12:58 �IIIN ROOF.........3/20/2007 12:54 - N - - NOTE: Level design times indicated above provide III assurance for Groper level stacking. ` H1 M1 Design Methodology: ASD 2 Roof Area Loading Is: -. �.- - Opsf Live Load (115%LDF) and 0 psf Dead Load Operator added additional loads. - - Maximum Joist Deflection: L/360 Flat Roof - Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 1/8" = V =REVISED: • 3-20-07 CREATED BY SYMBOL LEGEND JOB COMMENTS Mid-Cape Home Centers PO Box 1418 Note from Operator ROD 3CROCZENSXI 465 RTE 134 /\ Point Load 14 JOHNSON LANE South Dennis, HA 02660 / CENTERVILLE MA 508-398-6071 Line Load - FAX: 508-398-4559 Page 4 of 4 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 J • y 4 � n �_� n■o•o u•u o•o■u o■u•u.,r■„ a ••11•Ilf, ■■�� IN IN =ME �rr_rr_■rrr■ I■■ 1 ■r�> .r■__ ■■■ ■■■ nor MINN, nommummon Nor MEN ■■■ - v____, Omni ,_ ME ME __ :: III II■ _ 1■ ■■■"■■■ ' ! ■..■■. , 10000 -i-�i --fir_ ■■■ .■_I ■� NNIM .-� - ■ I.,.. 1_ias mmm �! ■_r_■r� ... .-Or __ __ _- a ■-■'ll lu 1 -.�i�._.1■ Ir.-._.-._r _■_■_mmmm=mmm■_r_r_■_r_r_r■. ��� ----------ram �e_e_■,: _ _.. _ -=— -_- .......- -r:_-- - _ _ - �■r■ rr_r■_rr_- \eueo�i� u_r_r_r_r_■_r_r_r -- ---- --._ -- - ---�■-ol a__ __ .■��kMdwM ■■uuoum n- m an so o umo ■ ou■jo- � .._. 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TITLE REFERENCE: 21059 / 290 OVERLAY DISTRICT AP o LOCUS WEQUAQUET PLAN REFERENCE: 243/37 NITROGEN SENSITIVE LAKE BSC PLAN DATED9/8/06 ZONE: NOT A ZONE 11 N _j_j 010e ASSESSORS MAP: 193, PARCEL 77 FEMA FLOOD "B", DATED 8/19/85 ZONE DISTRICT: ZONING DISTRICT: FRONT PANEL #250001 0015 C < ) 00,100' IRON PIPE SETBACKS: 30' 1 CERTIFY TO THE BEST OF MY z SIDE 10' PROFESSIONAL KNOWLEDGE,FOUND REAR 10' INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE MINIMUM LOT SIZE: 87,120 S.F. STRUCTURE AS DETERMINED BY F- INSTRUMENT SURVEY AND AS SHOWN ON 13 THIS PLAN ARE CORRECT. 13 r OF 28 0 .0 REBAR CRW A. -4 REM FOUND No 3MI .p S 81 . WF- Al 04 , JOB 50 63 e�4_ - ;z�,3/4 410 7) E PROFES1IONAL LAND SURVEYOR DATE 00 ASSESSORS MAP 193 5.3' PARCEL 78 WF- A2 #614 SHOOTFLYING HILL ROAD I 12.0 19.7' ry n < M W ct4 01 SPIKE 0 FOUND . I WF- A3 WF- A4 - 0.7 32. 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McCARTIN #26 JOHNSON LANE 0 5 10 20 FT, FILE NO. 8914—AB.DWG WETLAND DWG NO. 5690-05 SHEET 1 OF 1 JOB --NO.-4-8914.-Ol 13'-0" 22'-611 24'-6" is-oil 7'-6" 9'-8° 5'-Il° 6'-311 2'-all &1_11 11 13-10 4u 41-01' 70, TYP. RAI!_ING 42" HIGH cU ROOF DECK TW30410 TW30410 �\TW30410 �--a ; � TW2832-2 fill 1 LAUNDRY �✓'-8�" 2 " 4'-"1" TW2846 TW2846411,TW2846 _ TW2842_ fill - M/BEDROOM k k i r- 1 nl VL--jGUEST 1 1u1 N - .�— 2XI2 G.J. —�► N � � N - +� 161, O.C. BEDROOM N O t Y o C i 21-411 N N --BATH — fill t fill - '-6' 15'-8" 4'-10" ���; 'I'-9�411 41-044' 12'-314 a 10-24411 6'-611 r g1�11 m a�' �aVs" LVL's ABOVE " a 12X6 WALL -- -- ---- ------ ���-CL 1 ; STAIR� i i ililt OPEN BOOK SHELYEB r BELOW2 bll 11-O" 26'-21" I p 1 — -- -- -- --- - - - -- r W.LC, - ----------- .-� U ��. ROOF 1 SEAT - • O _ _ SITTING���. AREA 1 (70) ---- ---- N TYP. RAILING N N 1 Act M/BATH01 XX 11 , r- BALCONY I w yry os 1 Q 6)G6 P087 �4X/° o�o TW2842 TW2842-2lot - STORAGE rO, ,rO" TW3D46-2 TEMP. 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