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HomeMy WebLinkAbout0041 CLAMSHELL COVE ROAD / � '� { . . a I D j ' O O i I i I 0 �� �► � I -_ _- -.. __.-__--_- - __ I I l a ;-.r, � +� eaw��+nnr �a-.�.,T..+.x�c-�. �.!+R:++.� *r.wwKs+++� wro.w�R.w�a�-�.,.m+..- +e_..,•.;?�fmi.� � .rr....:-w.yl�e+s+`�.^-.: ^- ..w.ry lft w' KE �Iti Town of Barnstable Building Department - 200 Main Street snisrrsrnBt.�. Hyannis, MA 02 601 MAC �' (508) 862-4038 9� i6g9. ArFO�p Certificate of Occupancy Application Number: 89296 CO Number: 20060118 Parcel ID: 006052 CO Issue Date: 09129106 Location: 41 CLAMSHELL COVE ROAD Zoning Classification: RESIDENCE F DISTRICT Owner: HAMBLEN, DAVID M & SHIRLEY Proposed Use: RESIDENTIAL 7 WINSTON RD LEXINGTON, MA 02173 Village:. COTUIT Gen Contractor: MC ELHENY, GROVER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 9 Z DC t 0iiJigtO/epartment Signature Date Signed 1 TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 006 052 GEOBASE ID J-40 ADDRESS 41 CLAMSHELL COVE ROAD PHONE . COTUIT ZIP — LOT 24 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 89296 DESCRIPTION SINGLE FAMILY THREE BDRM W/ATT GARAGE PERMIT TYPE BUILDR TITLE. REBUILD AFTER TEARDOWN CONTRACTORS: MC ELHENY, GROVER Department Of ARCHITECTS: Regulatory Services TOTAL FEES: $898.79 BOND $;00 CONSTRUCTION COSTS $180, 192.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE • * BARNSPABLF, nsAss. BU G DIVI IO BY DATE ISSUED 12/27/2005 EXPIRATION DATE THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,.MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY'GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY'APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR,ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY'IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION: OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. • , . = • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS i N SI& slidlu15t, eq i Ly 3. r(V Q(C 1 HEATIkFJINSPECTION,APFqOVALS ENGINEERING DEPARTMENT 1 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. . TION. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION it z�4 Map Parcel fie,Z Permit# 2 Health Division ©L��-� '' �/l Date Issued Conservation Division 1.Z / IOS Pik- -' Fee � 19 r77 Tax Collector C Application Fee o Treasurer � ' Checked in B Planning Dept. ��. Y O Date Definitive Plan A,proyed�- y Planning Board Approved By Historic-OKH !`M Preservation/Hyannis Not`� Project Street Address 41 C L Av%-SKr_I 1. C wE: 2xC) Village Ca Owner 72&v. c7 T X-4-Vq HA►%A3L-`4 Address -2 .4s -,-ot-L Z> L-r-s,L, t4c,--D .f Telephone '-) � I - 1<C Z 21) '" +4 D Permit Request Co/,4s <CT- 14 a.a '33 2 Square feet: 1st floor: existing proposed f 131 2nd floor: existing proposed -7 40 Total new Valuation Z ZS ,o o Zoning District (EP Flood Plain 4 o Groundwater Overlay Construction,Type�" c o -P �2 R M� .� Lot Size `n - >?s a Grandfathered: 4Yes 0 No If yes, attach supporting documentation. Dwelling Type: S ngle Fa J& Two Family O Multi-Family(#units) cn u3 A t/Z3 o On Old King's Highway: O Yes No Basement t TypP A Full cb Crawl ❑Walkout ❑Other Basement Finished Area pl(sq.ft.) Basement Unfinished Area(sq.ft) 1 3 7 S 5 Number of Baths: Full: existing new Z. Half: existing new Number of Bedrooms: existing new . 3 Total Room Count(not including baths): existing S new First Floor Room Count 3 Heat Type and Fuel: AGas ❑Oil ❑ Electric ❑Other Central Air: 0 Yes 1�1 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ;"o Detached garage:O existing O new size Pool:O existing ❑new size Barn:O existing ❑new size Attached garage:O existing O new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded O Commercial ❑Yes O No If yes, site plan review# Current Use Proposed Use - - BUILDER INFORMATION Name c,,-,-9-J rk ✓V CZ L H V n1-1 3 tA,L--fl;6 z,s , r4c• Telephone Number SSA - 4 Z C, —9 3 Address License# o q-?to ol 3 Home Improvement Contractor# (I a Worker's Compensation# 643o -- 4 1 -4 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e4,4,5 3-A-gLl-- �2�-N S � �z ((S �o•�I SIGNATURE ✓'`�KJ� DATE FOR OFFICIAL USE ONLY PERMIT NO. s DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME Pa coy t5� U>' F ZS44Qimck $ee (kf". INSULATION 60 ./ ®9/,I� FIREPLACE ELECTRICAL: ROUGH FINAL �� PLUMBING: ROUGH FINAL `. GAS: ROUGH FINAL FINAL BUILDING(jjpj$pq nN "IC11W/C %-- d tC- DATE"CLOSED OUT i . ASSOCIATION PLAN NO. r RESIDENTIAL BUILDING PERA T FEES APPLICATION FEE _ New Buildings $100.0.0 l o Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSBEET NEW LIVING SPACE square feet x$96/sq.foot= . b 19 Z x.0041— 47n,7 1 plus frombelow(if applicable) ALTERATTONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.That= x.0041= plus from below(if applicable) . GARAGES'(attached&detached) square feet x$32/sq,fL= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 . >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x•0041= STAND ALONE PERMITS Open Porch x$30,00= 60, 0 0 (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocadon/Moving $150.00 (plus above if applicable) � 7Rg�91 Permit Fee ?Mjcost Affidavit of Substantial Financial Interest �ZS ZILC_ n„ , C CL f-1 Z-N J of iS")�R, on oath I, depose and state as follows:. 1. 1 am an applicant for a building permit for the property located at Map o66 , Parcel elS Z . The address of the property is q1 Cc A Sc C�� �I> 2. 1 have o % legal or equitable interest.in the real property which is'the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is Iz(S 1 es , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address VA ,r) r Srl ,fL��`{ fl�}."rrr�►•L "l �-.� ,►.tS�� �� �-Zx-,olGTa•J , •'� 4 4. Within the last twelve months, from today's date, which is ►z 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest.. 6. Within the last ten days, I have submitted • o building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted o building permit applications for property in which I have a 1% legal or equitable interest. g. Within this month, I have received o building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this s day of 17 , 200 ✓ 4 2001-0050/affin 1 nn nTTFRY/AFFIDAVIT I ' I oF�y� Town of Barnstable Regulatory Services Thomas F.Geiler,Director 9 �fo3 �► Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Ommer Must Complete and Sign This Section If Using A Builder I, h •� 4l µ r5 � ,as Owner of the subject property hereby authorize S�-07 ti A"c K I—t1 ;—w r4 J to act on my behal f in all=,fifers relative to work authorized by this building permit application for: (Address of Job) , a(o 5 Jos Signature of Owner Date Print Name QTORM&OWNE"ERMISSION ;. .lii. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETI'S STATE BUILDING CODE Manual Trade-Off Worktheet Permit 0 r Builder Name Date Checked By Builder Address 1 Site Address '13CeAf►stl�-�� Cn1E� Co7yl r,I�A- Zone�i2 ❑13 OI4 Hate Submitted By Phone PROPOSED ` ' REQUIRED Ceilinsm-Skyliihts4 and Floors Over Ou ide Air RcquM Insulatioa xL Arta U-Value bescription R-Value U-Value UA (Table16.2.2b) xArea UA ys; ceiling o 3Q. .Q3`Js 1 {p �Z.Se llGo 36• ` (Table J6.22a) • ' Floor Over Outside Air &r (Tabk J61-1a) .'Total Area Wam,windows:and Doors Imulation x hLct Required lion R-Value U-Value Area r UA U-Value xArea UA Walk (°3 o�Z 15 (Table J6.2.2b.c d) Windows _ !!LL 1293 (NFRCorTableJ1.33a) Doors. (NFRC or Table 1133.b) Sliding Glass Doors -- /�QR e-+ (NFRCor Table Jl.S.9a) t tGJ . ft . . Total Arta 5-2 and Foundations tumlxdon Insulation R- x Area or 'Requires: Dcm*ioa Depth Value U-Value Perimeter .-UA U-Value xgArea aUA . Floor OvaUncoWitioned (fable —�]� Spoc 1622e)� w �033 3`• Basement Wall (Cable J62.2/) R' ----� Unbeated Slab (Table J6.22 ) tn. Hated Slab (Tabk J6.22c)' in Tod Pmpo and UA aattat be k a ; Tout � Tole[ 1 ,3 d as or equal to Turd(orA4ar9to*1teloJnd VA Proposed UA ✓e�t oR Reivired UA W." Stw==tt o(Complian=The proposed t>t &sip r in L �A quoed dew doewwom is cortrwenr waly d it bw1 ftp&=V-QkwdomL and other calculations wbmiaed with the ion. RoquLrd CA Co iv �Al DcSiGs BnJJder�lDetJgner CovWony Name Dare 76022 790 CMR-Sixth Edition 2R0/98 (Effective 3/1/98) ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: 1 L!-J tl`ISNEZL_ �c I`�, Applicant Address: City/Town: Co 7u 1 i. Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days (HDD65) from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b-a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE . Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c.Glazing%(100 x b_a) ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft t Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) We, ALLAN F. CRAWFORD and EDITH S. CRAWFORD, husband and wife, as 1175 tenants by the entirety and not as tenants in common or as joint 4-04- edx tenants, both of Weymouth Norfolk Co",Massachusetts, k=900met®d,for consideration paid,grant to DAVID M. HAMBLEN and SHIRLEY T. HAMBLEN,. husband and wife, as tenants by the entirety, both • of 7 Winston Road, Lexington, Middle- sex County, Massachusetts, with quitdi is tIIdrusnte oh¢*nbft a certain parcel of land in Barnstable (Cotuit), Barnstable County, Massachusetts, bounded and describedes follows: tn.�cnm.nn�ennb..u w) Northwesterly, Northerly and Northeasterly by Clamshell Cove Road by an arc as shown on hereinafter mentioned plan, having a radius of 135 feet, there measuring two hundred thirty-one and 56/100 (231.56) feet; Southeasterly by Lot 23 as shown on said plan, one hundred sixty-seven and 93/100 (167.93) feet; Southwesterly by Lot 25 as shown on said plan, one hundred thirty-eight and 01/100 (138.01) feet. Containing 18045 square feet, more or less, and being LOT 24 as shown on plan entitled "Plan of Cotuit Coves - Section One - Owned by Chase Street Village, Inc. & Seymour Williams, Jr. in Cotuit, Barnstable, Scale: 1"=80' November 1955 Newell B. Snow Eng'r. Buzzards Bay, Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 134, Page 41. There is hereby conveyed as appurtenant to the above described premises a right of way,in common with all others entitled there o,on and over all streets, ways and beach reservations shown on the a� mentioned plan. The granted premises are conveyed subject to the zoning and building by-laws of the Town of Barnstable and to the following restric- tions which are imposed for the benefit of the grantors, their heirs, executors, administrators and assigns, and for the benefit of land now owned by the grantors which adjoins the granted premises or abuts on any part thereof. Said restrictions are and are intended to be personal and not equitable restrictions and shall remain in force for fifty (50) years from May-1, 1962. No conveyance by sale, mortgage, or deed'of gift, of the granted premises or any part .thereof shall be made without written consent thereto being first obtained by the grantees herein, from'the grantors, or their representative and agent, Allan F. Crawford, or such other person as may be delegated by him to act in his place and stead. No building shall be erected, placed, maintained, altered or used on the granted premises until plans, specifications and location of structure, have been approved by the grantors, or their representa- tive and agent, Allan F. Crawford, or such other person as may be dele gated by him for that purpose. The exterior of said building shall be 4 completed within six months after construction has been started.' No building other than a single, one-family dwelling and appur- tenant outbuilding, shall be erected, placed or maintained'on the granted premises, and such dwelling shall not be more than three -stories in height including the roof story. Appurtenant outbuildings may include a guest house, a garage in which may be sleeping quarters, and a tool house, and no other structure, and each appurtenant outbuilding shall not be over one and one half stories in height, and PROVIDED, said building complies with the provisions of the by-laws of the Town of Barnstable. No building shall be erected, .placed or maintained on the granted premises nearer the side line of the street on which it faces than thirty (30) feet, and shall be'at least fifteen (15))feet distant.from the rear and side boundary lines of the granted premises. No business, trade or profession, or sanitarium shall'be conducte on said premises, excepting, however, that a physician, dentist or lawyer (•in"dmd—Joint Tmaub—Ta=b m Common—Tments by the Bntuety.) i 4' ' f may maintain an office in his residence thereon, provided he employs I I therein not more than one person. 7 S No advertising or commercial signs may be placed or maintained ' on the granted premises with this exception: A doctor, dentist or lawyer $ 5 may display a sign stating his name and showing that he is a doctor, dentist or lawyer, provided, however, such sign is not over fifteen (15) inches wide and four (4) inches high. No trailer, tent or like device shall be placed, maintained, or used on the granted premises; no basement area of an uncompleted dwelling or other structure shall be used for living or sleeping quarters. No hedge or fence shall be erected or maintained on the granted premises at a height greater than four (4) feet. No trees shall be grown or placed thereon in such a way as to unreasonably interfere with the water view of other nearby lots, without a written permit from the grantors or their agent or representative. No -horses, or pigs, or hens, or other barnyard animals shall be kept on the.granted premises. No buildings of any kind may be erected, placed or maintained on any of the beach areas shown on the hereinabove mentioned plan, owner- ship of which is in the grantors herein. Owners of waterfront lots, may, however, construct and maintain a boathouse, pier and or float on the lots owned by them, respectively, for the use of one family only, provided the ,M.C-- plans, 'specifications and location thereof have first been approved by o the grantors or their agent or representative. -e Beinga portion of the Q'p premises conveyed to us by Chase Street Village, Inc. et al, by deed dated April 26, 1962, duly recorded with =;!aj 3 Barnstable County Registry of Deeds in Book 1155, Page 577. z s c.x _ m a c5r 7 i Gr :.._etiili_TS Z 3 r r, Fyn� Run � ,ry IgUnt E..._R4?x............hand sand seal s this.......... .......................day of.....� c ....19..b2 ................tom'....^^!..r..........".T.:...... ........................ ........................... ........................ ......... ............ aqr (8WR=nWalt4 of MaasarkuBetts Cr UJ Barnstable, ss. e-G�E l9 62 ::'ZW W Then personally appeared the above named Allan F. Crawford and Edith S. Crawford V U W W ILL W and acknowledged the foregoing instrumat to be the free as and!deed�fore m ��W e \� �w Q �.. .� 'i0 lie O My Commission Eryire c c _ 3 G .Yy 6 — `... 7 ?' Barnstable, ss., Received October 9, 1962, and is recorded. i C-550- '= s,-._ ,,.,a.` 5...� •c.,.y<n:4''':� r:�;i.�i1'.R_..,.:iF_.... h • fir. �-_-_. �_�_.-___.. .. —_.-.___-- .. .... ..I` �. ££ZL-bD£�888) �2131N30 llVO 3�t/S Jh7 E I I. i 'asuaoll s14110 uolleoonaJ JOJ asneo sl apoo fiuiplmg alelS suasnyoesseIN 94110 uoitlpa luaLno a ssassod of ajnlle j sawoH Al!wej Zit l-'JI Aluo,Uuoseyy-VI 1 (log'S ZII'o-mvy) coeds pasoloua to 000'SE-00 -------____a. naeu&s anoyalnt p)Ien)ON 801Z0'elU`uoasog 10£l W21 Mid uo7Jngysd aup splepue;S pue suo13e1n2aa 2u►pltng jo paeog :ol uanlaa puno;;l •aaep uollendxa ayi aaojaq Aluo asn Inp!n1pu1 Jo;piles uoilejas(Na.j jo asuaai,, _ pie Co•,�Z..«.�.,,e�� a��1�.��� h BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS O47693 ,. Birthdate: 09/23/1958 Expires: 09/23/2007 Tr. no: 6108.0 Restricted: 1 G STEVEN P MCELHENY PO BOX 460 GT/ c, COTUIT. MA 02635 —/ Commissioner ' ✓�e '[Jarw�x0'ruonaGl/!. c��-!'�C�:11uc�u0e�1 _— 13uarJ of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR _ = Registration: 110485 Expiration: 10/20/2006 Type: DBA GROVER&MCELHENY BUILDERS STEVEN MCELHENY 523 MAIN ST r. .COTUIT. MA 02635 - Administrator , p ° J b J ` ff'ectiveDate: December 6, 2005 y b Western Surety �om an p y tl p , r LICENSE AND PERMIT BOND p , � e F KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 70015424 ; � _ J p J Thatwe, Steven P. Mcelheny Builders, Inc. 4 J b y , of the City Of Cotuit State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of One Thousand and 00/100 — DOLLARS ( $1,000.00. ). lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Permit Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until ` December 6th 2006 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by`First.Class U.S. Mail to the Obligee and to the Principal at the address last known to the Surety,,and at the expiration #1�T��4auQLYYf/Ae of ther�tyy£fvbe•(357% s from the mailing of said notice, this bond shall ipso facto terminate and the Surety shl�'Rehereupori•°berelieved from any liability for any acts or omissions of the Principal subsequent to said date ga d ess'`oEfhe number of years this bond shall continue in force, the number of claims made aga ns�tlus bonTN6d'Sthe number of premiums which shall be payable or paid, the Surety's total limit of liahty shall not be culative from year to year or period to period, and in no event shall the Surety's total li rlit �'o>a 1�ETaim�`s`,;exceed the amount set forth above. Any revision of the bond amount shall not be cumu ate:.........• , Dated this 6th day of December 2005 b r r F p 6 p b STEVEN P. MOELHENY BUILDERS, INC. F 4 F • Principal Pr � r• Principal G Countersigned (where required) W E S T E S U R E T COMPANY ' F , ` By By p Resident Agent Paul T. Bruflat, Se for Vice President Form 532-5-2002 , F. ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 6th day of December 2005 before me,the undersigned officer, personally appeared Paul T.Bruflat ,who acknowledged himself to be the aforesaid . officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as'such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. +444444444444444444444444+ i D. KRELL f W i SEAL NOTARY PUBLICSEAL 71P i�SOUTH DAKOTA�', Notary Public—South Dakota ' �44444444444444444444444+ My Commission Expires November 30,2006 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me-to be the individual described in and who executedAhe foregoing instrament.and acknowledged _to me . that_he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of before me personally appeared. who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public &4 U o wcis a ZZd L4 PQ ° Q� 4 ia) W Z10 co o U� (� Dec-03-2005 09:45 From-METER READING-YARVOUTH 508-957-4603 T-366 P.0O2/0O2 F-257 a NSTAR EL EC TAIC December 8,2005 David M. Hamblen 'Kinston Road Lexington, MA 02421 Re: 41 Clamshell Cove Road, Cotuit Dear Mr, Hamblen: The purpose of this letter is to confirm that the electric service and metes for the address referenced above have been disconnected and removed. Please feel free to call me at 781-441- 3365 if you have any questions. Sincerely Nancy�Allen • Customer Service Engineer DEC-14-2005 WED 01 :51 PM KEYSPAN ENERGY 7AX NO, 508 39'' 5019 P. 01 Key��*pp++ ���►,*� at Energy Delivery I:17 WI WW II�L�Pat') .1"00 Yara.:uurh.MA 02664 Deu nNt r 14, 2005 To whom it may collecr►l: Inc: 41 Clamshell Cove, Cutuit This letter-is to confi m that we have curt and capped the gas service at the gate box and removed the meter to the �ibove Teforctiecd property on 12/13/2005. If you sliould have any clue„tioms, I can be contacted directly at 508-760-7502. Sincerely, • .lol•tsnnc C�trcllctte Field Coordi intor Care Division i t _ OF Cotuit ,Fire Mt4tr`ct COTIff Mater Department ID l 1926 `9°w 4300 FALMOUTH ROAD, P.O. BOX 451 JUV °r COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 December 7, 2005 Mr. Steve McElheny PO Box 460 Cotuit, MA 02635 RE: HAMBLEN Deaf Steve, This letter confirms that the water,at 41 Clamshell Cove Road in Cotuit has been turned-off and the meter has been disconnected. Please contact us at 428-2687 the morning of the demolition so we can remove water service materials from.the site before demolition begins. Sincerely, Sheri Leavenworth Business Manager - I p tNE The Town of Barnstable 9 BARNSTABLE.�! Department of Health Safety and Environmental Services MASS. �p t639.��0 n c rF0 MPS Building Division 200 Main Street,Hyannis,MA 02601 e Office: 508-862-4038 Fax: 508-790-6230 I Inspection Correction Notice Type of Inspection Location �l/ C�� S� c. (29-if-7/<f Permit Number C Owner Builder c C,�C�G One notice to remain on job site,one notice on file in Building Department. The following items need correcting: iIC,r TN�cc n(� A 6wz c—p— 1,k &,oupg Oct r k)c-&p s f7) Fu. IN W sO-r-(A BcoClc LUC_ '�-PJ r oax- 00P "OF kjqA) 01J. T Please call: 508-862-4 &forre-insseectior,,I� OA) Inspected by UV`� ` coAr��`s- Date �a 0 (G)ON �-{. K AOdi-c F-� OOt �r 12/16/2005 07: 14 50$4770767 GROVER MCELHENY PAGE 01 STEVEN McELHENV BUILDERS, INC. P.O. Box 460 COTUIT, MA 02635 (� r C��✓�SrL -� Cvv� Fes, C b M r' M'i is,-ir4 Tc r H 4 Z A'fL Lit , On4S fn/Z rFi it o .4 m ca C)i c-� C) u, Q' > o 7 MK cr � A co o r- � m 12/16/2005 07:14 5084770767 GROVER MCELHENY PAGE 02 •11r.'-: 1-'. .Vy./ .A V�'.ii, �i�., V.4 i J,,LLJ 'Y...�.r -. ..� Double 1-314" x 9-112" VERSA-LAME 2.0 3100 SP Floor &mm1FB01 6C CAWS 9,2 Design Repert-US 2 spans;No osintilevers 10/12 slope Friday, December 00,2006 15*N Build 141 t=ile Name: S MaElhem y—H011blllt.9CC Jot)Name: Shipley&David Karriblin Description: F1301 Addro*&: 73 Clamehell Cove Road 6peohler: City,Stste,Zip; Cotuit,MA Designer: Joe Madera Customer: Steve MaRlheny Company: Shepley Wood Products Code reports: ESP-1040 Miac IF F __,2W_Q_Q 2o,31M" a1,3.1P2" a2,3 1ma" LL 1606 ba LL 4120 Ibs LL 1606 Ibs t]w 947 ib4 GL Zom lee OL 647 Ib>a Total I OWx9nW Product th s 24-ONM cona summary Llve Dead t3now VAnd Roof Live is, La" 1 1 Standard Goad Urtf.Area I-eft 00.00-W 24-00-00 40 pit 10 pad 07-00-00 2. Unf.Lin. Lett 00-00-00 24.00.00 80 plf n/a ColntroW StlternAN Value I/ c tllaclesurse Pea.Matnumt 8048(tabs 3e-19115 100% 18 2-Inlernad Comgplateness oral aocureley os;nputmust Nee, momont '-7283 ft-ibs 52.D% 100% 1 1 -Right be vetHted by anyone who would rely on End Shear 1629 Ibs 26.9% 100% 14 1 -Left output as evidence of swilsioitsy for Cont.Shear 2682 Iba 42.0% 100% 1 1 -Right portioutar wpileatlon.Output heir based Total Load Del. U644(0.219") 37.3° 18 2 on budding cod"amoled desisn propertlea and ar a sis hVithods. Live Load Oak L/f134(0.109'1 4S.2% 1B 2 Inatailauan om BOISE engineered woad Tate!Nag.Deft: -0.041" 8.2% 14 Z products nwst Ov In aoowdane®with Max DeB. 0,219" 21.9% 16 2 current tr!alal'art►pn auide and appilmala Span;Depth 14.9 n/e 1 Ouilding codes.To obtain invAliation Guide or eak questions,please oell Abow Y.Allow (80a)232.0788 before inatal(etion. Bearing Supporty Dim,(L x M vacua syFan 2011r Msearlal IC CALCIT,SC F1aAIlERM AJ8 rJ BC Poet 3-1/Z"x 3-1)2" 21 S3 9M 24,2% 23,4% Spruce-Pine-Fir ALLJOISTtP,ec RIM BOARD-.SCle. B1 Post 3-1/2"x 3.1/2" 6170 Iba 60.5% 57.2% Spruce.Pine-Fir BOISS GLulAA&,,SIMPLE FRAMING 52 Post 3-1/2"x 9.12" 21SS Ibs 24.2% 23,4% 8 ruoe-Pine-Fir SYSTE9V I veRSA-LAMSI,VERSA-RIM P ftUa,V51t6A-KIM0, VEKa"TRAND",VERSA-STUDS am Cautions trademsro of Boise Wood Products, Column at Bearing 00 analyzetl Tor bearing oily,column anetysis has not been parfbrmed. L.L C. Column at Bearing 61 analyzed for bearing only,column analysis has not been perforated. Column at Bearing 02 analyzed for bearing only.column analysis has not been pwtritted.. Design meets Cociq minimum(LI240)Teal load dtKeatlon orR®rla• Design meets,Codes mipirnurn(L/380) Live load deflection criteria. Design mnoets arbitrary(1")MWirmum load detlr3ctlon WWI. Coln etion Diagram _ 4 .i•. I � a inintnturn=2" c=5-1/2" b minimum*3" d-12" IlAwfter nag rid side foods. Connewtors am 16d SinkerNelle Page 1 of 1 12/16/2005 07:14 5084770767�M , 13ROVER MCELHENY PAGE 03 Double 1-3/4" x 11,7/8" VERSA-LAMS 2.0 3100 SP Roof BoamkRB01 OC CALOV 9.2 t]esign Report•US 1 man I No cantilevers i 0/12 elope Friday,Decern"r 09,200R 15:as Build 141 F'lie Name: E McElhery_Fiarnblin.BCC J06 Name: Smiley&David Hamblin Oevc icon: 8UNROOM RIDGE Address: 73 Clamsholl Cove Road specIfer. City,State,Zip: Cotuit,MA Designer: Joe Madera Customer, stove Mclalneny CoiMary: Shepley Wood Products Cede reports: FMI040 Min; �e 11 Bo,31lZ' 51.31 9L 1342 Itie OL 1342 Ibe 3L 2520 U6 SL 262{2 Ib0 Tutsl'•lotuontsl Rrndual Long 1"040 MGM girnmary LW* Dead $now Wind Roof Live w on ,Lea"Type tlet, ateat and 100%- a0Y1 _ 11ti44 03YA 1264A 1 Standard Load un4.Ana Left 00.00-00 14-00-00 1s pstf 30 psf 12.00.00 Controls Summa tub %A vallowable Curation Load Caere S . Lowdo4s a oaurs Poe,Moment 12046 R-lbb 51.7% 1151% 3 1 -Internal Comptetsr>eait and aacuruvy of;r:92t must End Shear 3155 Ibs 34.7% 115% 3 1 -Lett 60 uertflai bbyy an,oie who-mould miy 0.1 Td al Lood 0". L1300(0.427") 47.3% 3 1 output as evMencm of®gftabI3V for Live Load Deft. U683(0.278") 41.2% 3 t particular ooplicat'ton.Output here besao Max Defi. 0.42T' 42.79(, 8 1 on bulldino 000aecospteo design Span 1 Depth 13.7 Mfg i Insta4a on of 6� nrig1jn"teed•wood produ"mwet he in eccordonca with %Al1aw *4 Allow current InsmiloWom 3ulde and appltcobe Sear1� �y oIli olrer, L x Value S R eppnpsr Yfahrlae building codas.Ts obtain Instatlaticn Gulde �_�P.___w______._•.i .��_.--------_._..�.►.3P� or ask gUOStlnrss,please Mall ®0 Post 3-1/2"x 3-1j2" 3862:bs 43.5% 42.D% Spruce-Plna-Fir (000)292.07as before InetalleUon. 81 Post 3-12'x 3-1/2" 3W2 ibs 43.6% 42.3% Spruce-Pine-Fir 8C CALCO,8C CRFtMER6,AJSTM, ALLJ41$11t4,8C RIM BOAF2DIv.6Ci®, C,4lutt®n® 9015E GLULAM"".SIMPLE FRAMING Column et geering 00 analyzed for boating only,column analysts has not boon permed. SY3"Ms),'-RRSA•LAMQ,VFRU-RIM Column at Bearing 81 analyzed for bearing only,column arlsysie has not been peftm*d- PLUS®,VERSA•RIkW VER8A-3'naAN0T0,V6tRSA-STUDS ore Notee tradomar"of Boisa Wood P?oduota. -.--- L,L.O. DEmign wets Code-minimum(L./1 )Total load deflection eritaria, U:sign•ra9ets Cadfo minlenum(L/240) Live load deflecdoon erttefla. Design rf*etj Arbitrary(1")MiWrnum load doifsolon aftaria. Memow Slope a 0,consider drainage. Connection Diaera� • �'•a e i ^'!f 1. a minim.urn a 2' c o 7-7/B" b minimum n 3" del 12" Member has no to iosos. Connectors are: 160 Vnkor IVtails Page 1 of 1 12/16/2005 07: 14 5084770/67 GROVER MCELHENY PAGE 04 -OMrLE,1 3ML-c—) _ Double '(-304 1[g-'ilk"l/�R�A-LAND►2.0 3100 SP' Hoof MIR�2 00 CAL09 0.2 Design Report-US 3 spans No cantilevers 0112 slope Friday.December 00,2006 15:56 Build 141 (rile Name: 8 McMeny_Harnblin.800 Job Narite: Shifty&David Hamblin Deamiptiorn EXT WALL I GUNROOM Addrns: 73 Clam®hell Cove Road 9peoi6er: City,State,ap: Cotuit,MA Designer; .foe Madera Customer. Wove McElhany Company: Shepley Wood Praduets Code repeal• ESP-1040 -1101130: -�� 00.3.10, DL 231 Its OL 464 Ibs lx 484 lbs OL 231 h6 i SL 439 its 6L 976 bs SL 976 Oe SL 431 Ibs Total Horizontal?rodues Length.14-00-00 tow 3urnmary Livs 06ad anew WOnd aloof Live T112 t]•s d1 toit Land Type otlort stria Iw9h gA 11 1 6 i 1 Standard Load Un.Aron Loft 00-00.00 1-1,00-90 � 16 pet 30 W 064"0 COlttto4>s$ m p•d Came Sian Leewilen__ Dieclim6 urs PCs.MOMIR 666 ft-lbe 4.1.% 118% 193 3• Internal Completensw and accuracy of input mat Nag.Moment -848 ft-Ibs 4.0% 115% 195 1 --Ripht be verft by anyow who wwW rely on Fnd-Shear 387 lba 5.0% 115% 193 1 •Lett output as evid•n•e of suftbllity for Cant.Shear 6(3S ib9 7.i96 115% 186 3 LAft parola�r applizaticrl.Output here based design Total Load Me11, L/111 SO(0.006') 1.6% 193 1 on yumes t�wccept®d thoot. p►ola9fi•a ens snmysis methods. Live Load DO, ul E811 (0.004') 1.5% 193 1 Inet®nation of BOISE engine"wood Toted Neg. Drell, -0.002' 0.3% 193 2 priotuots must oe in accordance w"IMax Deli, 0.005" 0.8% 193 1 &uM q,Inepllatlon pule•one a llo$bl• Span i Depth 6.3 n/a 1 twliding codes.To obtain Installation Guide or ask Questions,pl•sss call V.AUa+rr '.6 Alluw (400)232a0710 pefere installation. 136*lllg SUP1611$ Dim.(L x Wi value Suopon N(sttU1•t__tit 61111l BC CALDS,9G FRAMERS,AJ81' BO pest 3-112"x 3--1/2" 889 ibs 7.5% 7.316 Spruce-Pima-Fir ALWQI IV,BC RIM ROAROTM,BQZ, 8) Post 3-1)r x 3.112" '439 Iba 16.2% 15.7% Spivogi-Fins-Fir BOISE(3LULM1N,SIMPLE FRAMING SYST92 Post 3-1/2"x 3.1/2" '439 Ibs 16.2% 19.7% Spruae`Pine"Fir PLUS tv19,vRR94-LAMS.`'ERSA-Rltui S3 Post 3-1&'x 3.1/2" 000[be •7.5% 71% S ruct-Pine- it Vr.WjA STWA 0t+IMra, P vs�-STRAr1D v6r2SA-B'Tu09are tmdwainta of Rd"Woad prod�ata, CStdaner L.L.C. column at asaHng 30"Iyted for bearing only,column aralysis has not best pwftrrrted. Column at @wing$1 analyzed for bearing only,eeluMnn analysis has not teen pe ftir red. Column at Belling 52 t AiiiilYxetl for Gearing only,column analysis has not been p,arEai med. Column at pearing 03 a%aIyzed for beating only,column anatysis has not been pwforrted. Nts6es Design motets Colt minlrnum(L/180`Total load d4faction cxilvris. Design rnaeb Code minimum(L)240�Live load jeffe don c'tltarla. Design meets arbitrary(v)Maximtun load d6uetlon criteria. Member Slope 0,consider dralnage. Pool 0(2 21151 2005 07:14 50847707G7 GROVER MC-1-1-1 NY PAGE 05 , .�. _.�... . .. Double 9-3/4" x 9_1/2" VERGA4.AM(D 2.0 3100 SP Roof Beam\RB02 EC CALCO A.2 Design Report.US 3*psna!No centlievers aM 2 scope Friday, Dee tuber N,2003"5:56 Build 141 Film Name: S McklMeny_Hemblin.&CC Job Name: Shirley d David Hamblln Description: EXT WALL I SUNRC ON Addmas: 73 14IM0011 Cove Rood Specifier: . City,State,ZP: MA Designer: Joe Madera Cusmmr. Steve MoFfhany CGmpany: Shepiey Woad Products Code re wilt: eSR Oe0 4 War.: Conneg.tso� tatrn ��.r.b�r- a rnmimum=2" n 5.1a" b minimum 3" d a 12" N%Mbar nos no Brae roads, Connomrs lei:lid Sinner Neile i 12/16/2005 07: 14 5084770767 GROVER MCELHENY PAGE 06 LJCI,. l.7.C,BR7J 1 1•rJ n,i .� a.. ti� � ,._,.,... Double 1.3/4"' x 9.1/2"VERSA-LAMO 2.0 3100 SP Roof Re®mt11803 8C CALF 9.2 Design Report-US 2 spans;No oaandlevers'0112 slope Friday. December 09.2005 16:56 RtAld 141 File Name: S MrAlh®ny�HafRablin.BCC Jab Name: Shirley&David liambin Desarlpdon: 2nd FLOOR AT KITCHIRN Address, 73 Clrarnsholl Cove Rood Speaifier: City,$tat:a,23p: Colult MA Designer: Jac Madera Cusncrrlet; S14ve.McElhanY company: Sheoiay Food Produota Coda rQ : ESS-1040 M184: ELI 50.3.117' Al ].112" BZ 3"1/2" LL 767 Iles LL 217t.IDt LL 687 inri DL 976 IDa bL 2807 tbs DL 757 01 9L 1144 Ibe St.317, Ibis SL 048 11s Total Horkwital Prooucl ten9th=14.404C LWW Ummory Livo Daed Gnaw Wind Roof Live Tim D;<dE ft d Yrpa Reg start End _ 100% 06% m 1y�8. 1 Undaard Lcad Urtf.Area Leff 00-00-00 14-00-00 15 pof 30 pO 12.00-00 2 Conc,PL Plight 04.00-00 04-00-00 160 1'os 2091bs 12011oc n/a a Unf,Area Left 00.00.00 14.00-00 20 paf 10 psf 13-OC-00 CPntrola Suminarv _vaius %a auMMn Load Cog S=j&H on DigebSdr'e Pica Morneni 3914 5-108 24 4% 115% 2 1 -Internal complawons qnd aeaumcy of input moat Neg.Moment -6662 R-ilea 36.2% 1 169b 2 2- heft be ve fmd by i3nyorie who would rety on End Sheer 1891 ibs 26.0% 115% 2 1 -Left output as evisanoe of suitability for Cant.Enr1a' 3319'.bs 45.7% 11 BOA 2 1 -Pliytrt partltwlar application.Output here based dexon Total Load Do. U1425(0.08a'1 1210% 2 1 0 o;:ndinp rci a s"ll rn lmods. pp��ettios ens eneyytrls methods. Live Load Deft. Lf2148(0,042") 11.2% 2 1 instsllstion of 60119111 anginsered wood Total Neg. Da11. -0.007" 0.9% 193 2 products must be in accordance with Max Dan. 0.003" 6,3% 2 1 a+rvnt Installation MAde and applicable Spaan/Depth 9.5 n/a 1 bulAing*odes.To z6tein Irttallatien Guide or ask 4uwtione,ple3ift Ball %Ariaw %Allow (800)232.0780 before invtallation. 1360P1tt»QUI3,00 Urn,(L x YA Value h*wit Atiattebat Motasi loit 60 CALCQt.3C FFAMER0,AJST!", BO Post 3.11,2"x 3-1/M2" 2976 Ibs 32.4% 31.3% Spruce-fins-Fir ALUOISTS,6C SIM DOARt]Tw,Sr,10, 81 Poet 3-112"x 3-1/2" 8164 Ibe 9119% 89 7% Spruce-pin*-Fir Md1SE GLUTAM-,SIMPLE FRAMING 52 Past 3.1 M"x 3.112" 2190[be 24.7"b 23.8% Spruce-Gina-Fir SYb- fMit,VERSAAAMO,VERSA-RIM PLUaw,,VER"Rlme, VERSJI4 fF NUTM,VERSASTUDO are lradwatha d Isolso Woad Prismt , Column at Basriq analysed for bearing_ innty,oolunlr9 iinafysis has net been perfatrned. LL.c' 30 Column at @oaring S1 analyzed for bearing only,column analysis has not beer.pafbnl'ted. Column at Bearing 02 analyzed for beaming only.column analysis ham not bow Perfommd. Netee Design rmsts Ctsde minimum(L/150)Tt1ml load ds'naction criteria: Design meets Code rninlmuM(U240)Live load defiaobcn critsris. Design musts arbitrary(10)Matdmum load dejection criteria, Member Slope m 6,consider drainage. Pegg 1 of 2 12/10;2005 07: 14 5084770757 GROVER MG'ELHENV PAGE 07 UCL. ��..GC.'K'._' 1 1'CJ'JI'71! J,�:: b.4.: -+, �-:_�, _ •••_•• ®� Double 1-314" x 0-112" VERSA-LAMS)2.0 3100 SW Root' EkmmIR803 BC CALM 9.2 D"Q1 Report-US 2 spans'No contilevLrs 0112 slope Friday, Deoember 09,ZOOS 15;36 9ulld 141 File Name; S MoClhany_Hambun.BCC Job Name: Shirley&Devid Hamblin Doscrtptlon: 2nd FLOOR AT KITCHEN Address: 73 Clamshell Cove Rc*d Specifier City,8%te,21p: Catuit,MA Designer: Joe Medene Cumtorw.. Steve MCElheny Company; Shepley Wood Products Code reporte: ESR-1040 Mlisc: ConnegUon Dlwrann _ _ a milimum 8 2" C m 5-1/21' b milirnum=T d T 121- Connedbr:design aar+um"Opt ap8 is'top-lasdna'. For uannet6on design at'olds-loadod'p0 nt lo0dd. paeese conautt a technk:al rrp asentdve or pro4esslonoi of r400M, Momber her no Bide loads, Cancentratk loadt sno not conaicered Im sioe lops enelyala. connectors srs: 18d Sinker Nails 12/16/2005 07:14 5084770767 GROVER MCELHENY PAGE 08 LICL. 1,.J.[.11KJ.J a 1•C,II�RI I JI LI L.l-1 .J.n1..4.J '"— - ��1�'�iE�" Double 1-Y4" x 9-112" VERSA-LAMS 2.0 3100 SP Roof BeamtR804 SC CALOS 9.215"ian Depart-US 3 spans ;No cantilevers 01-12 slope Frldby, December 09,2006 1S:56 Suild 141 File Mane: S McElheny Hamblin RCC Jab Name: Shirley&David Hamblin Deeer.ption: PORCH NEXDBR Address: 73 IOlemshell Cove Road 8peelller: City,Stab,Zip: Cotult, MA Designer Joe Modem Custof at*. Sieve McEftny Corrigany: Shepley Wood Produfft Code Won. 6SR-1040 Mile: 1 1 0L 341 Ibe DL 907 Ib9 ILL 907 I136 DL 341 Ibe 6L778The SL 1969 be SL 1999 IN SL 776 ibs Total Merttontei Product LenV a 116.00-00 Oad tmlm>atry Live D*W !Snow Wlnd KOM Live faa oaaoricllon 620 jaaa FTaf. Start 10% 90% 116% t83^A _12sx TrtD. Standard Lewd Unf.Area Left 00-00-00 3640-00 6�papaf 36 pet 44,00-0L' Controls Sumrne y us %Allowable Ouratign° LgadSo�p}oR LociMolt _ Disclosure Poo.Mameni 2 2 Rabe 17.0% 11 S% 103 3, internal 6ompletenaaa aria acou ooy of it 1.it must Vag. Mol"ent -3276 It-lbs 20.4% 116% 196 1 -Right be verified ey anyone who would itiy ap End Sheer 60 lbs 12.2% 115% 1E3 1 •Loft output as evidenc6 of ayitall ty for Cori`,.Shaer 1314 lbs 1 e.t°A 11 S`>5 193 1 •Right particular,application.of:put Mar,.based 'total Load()at. U1144(0.123'' 16.?% 183 3 on building coda acflepFb!declgn rpfoputi"end oneyysis mrathads. Live Lome Defl, U1531 (0.082") 15.7% 193 3 Instefiation of®pISB engineemd word Total Neg.Dot'•. r0.05ir 7.4% 193 2 proquets must be in amaze( dos Will Max Dd, 0.1123" 12.3% 193 3 current Inst@liation Gulde arts spplicabii- Span 1 Depth ta.a n/a 1 bulWing Dods@.To obtain InatelleltioR GU09 or ask qquestlo►a,Please call %Allow %Anew (auo}23Z•9799 baton i latallptlon. Boaring ffiti ail DIM fL x W1 valu __.. Impinn ber IdAtAdal 9C 04C4,HC FPAYE4,AJ3w BO Poet 3-1/211 x 3.112" 1118 lbs 12.8% 12.1% SprUCsi- insrFir ALUDISTO,BC RIM 50AR01K,BCIO B1 post 3-1/21,X a-1/2" 2900 lbs 32,7% 3t,f% spruce-P!,ne-Fir 901K*LuLAMn",SIMPLE FRAMING B2 Post 3-1/2"x 3-1/2" 2900 1bs 32.7% 31.8% Spruce-Dino-Fir PY'��' R-RIMS. R�� B3 Post 3-1/2"x 3.112" 111 d ibs 12.6% 12.1% S race-nine-Fir PLUM, T R NDT0, E P Vf:,tR3A�TR+4Atl3 ,VERSAS"tt109 are trademarks of Boise Wood Plv4ucb, Cautions S.L.C. Column at Bearing IB6 analyzed for bearing only,column sri*sla has not been peTtmed, Column nt Bearing 1 analysed forbearing only,omiurnn anaysis has not been performed. Column at Bearing 02 anslyaed fpr bearing only,aalurin analy4io he@ not beer.perfomwcl. Column at Bearing 03 analy2ed far bearing only,column ansyaia has not bean perlbmned. Notes _ . Design meets Code minimum m(U"SO)Total load deflection eritarla. Design meets Code minimum(IJ240)Live load def ;tlon orfleris. Design meets arbitrary(1i1)Maximum load deflec-jon criteria. Member Slope-0,consider drainage. Pape 1 of 2 12/16/2005 07: 14 5084770767 GROVER MCELHENV PAGE 09 [cc.1 a.2005 1 S t,PLI;-Y SHLtS �v. xc i .�• .� Double 1-3/4" x 9.1/2" VERSA-LAMS 2.0 3100 SP Roof Scam\R®04 BC CALM 8,2 D"igm Report o US 3 spans I No oartNlever$10112 elope Friday, D®Cember 09,2008 13:56 5014 1�t Film Name: 8 MoEtheny_HamblinACC .tab Narns: Shirley$David HrnmbOn Desc rIptlan:PORCH HEADER Address: 73 Clsmshell Cove Road 3iaoifer. City,State,Zip: Cotult, MA Designer: Joe Madera Customer: Save McIlhany Company Shepley woad Ptoductts Coder ;Mort : @9R-1040 Mlac: Connection DlscAm a a rnlinlmum=2" o &112" b minimum-0 3" d 1 2" Mrmber has me eida load$. Connectors am ISd Sinker Naga Page 2 of 2 12/16/2005 07:14 5084770767 GROVER MCELHEW PAGE 10 i 1!:,.4�ID 1 d7Nl'I 7rG rl G I ar�cJ — " Double 9-W411 x 11-7189' VERSA-LAMO 2.0 3100 SP Roof Eaan7iRE05 0C CALC®9.2 Usslom Repot-US 1 span 1 No cantilevers C/12.slope Friday,Deasmber 09,2006 19:68 Build ;41 File Name: S McEfhany_Hamblin.BCC .lob Narls: Shirley&Gravid HMIAn postriptflon:FRONT ANaLFA BAY Address: 73 Clamahall Cove Road specifor: C;V.Sgte,27p: C:oWt,MA oerlllmor. Joe Madero Customar. Steve mallleny Company: Shaplay Wood Products Cods"aport5, E$R-10Q Miss: 42 Ak JL �., r-�—�--t. _.L. `ajc..-�k-.fie_: ..�.T.x��—$��� r �--•�-- ---�---- «' _ a a V ell 3.112" WQ 2 7Q>ba LL 2620 tbs L pL 2470 S IbS 2 Ipa SL 2160 tba L 2160 0 tits Total HO Ontet PPA1uC1l LfIngth 12-OMO t.08 ummary t-ivr aria snow Wind RoefL.ive ISO q f d --lot,% 00% 1169 933va 1281% Trip. _ 1 Standwt Load Lint.Area Left 0 0-M 12.00-00 16 psf 30 psf 12-00-00 2 Urd.Areal left00-04.00 12.00-00 35 plot 15 psf W-00ZO 3 Unf.Area Left 0040-M 12.00.00 20 psf 10 pal 12.00 00 4 Unf,kea Lett 00-00.00 12-00-00 10 psf 10 pst 04.OMO Controls Sure I wAable Qy►itetion__L.oad Caw Spas LwA ton Dlaoloaurs us,Moment 18843 R-!bs 81,t% 116% 2 1 -Intemal Complotaness end socurocy of Input must End Shear 5e23 lbs 81.9% 11 S% 2 1 -Left be verAod by anyone who would rely on Total Load Del, Wa54(0,487') 53.3% 2 1 output as evidenoe of suitability for Live Load Defl. U434(0,3111 55.2% 2 1 pn 0l ijj ar a code tlon.ptsdout d horn based gr Max Vefl. 0.48T' 48.7% 2 1 on buildt{rg codandigiotad dee ls. pp'opettia4 snd anal sea ma�lotls. 8patn/Depth 11.7 nta 1 Insultat;aor of 50($ enpinaered wood products mug..be In:ewf0ree w10.' %Allow %Allow currW Installation Gulde and sppllcabte Bearing!SU o I 9u tlftembsr _ 111110 ia1 building nodes.Yo obtain InetaftWn Oalde so oat 3-1/2"x 2 1'/2" 71 ce s 80.6% '77.8% Spru -Plne-Fir Or ask qusa Aeaie tail R1 1 Post 3.1 PZ"x 3.112" 7150 iba 00.5% 77.8% Sptuce-Dina-Flo (800f232 11T88 b.fore Instadatlon. ae GALCV.RC FRAMERS,AJS-N, ALw61STS,11C MM 80AR01° 5C48, CBUtibnQ 80IS9 GLu1AAA K SIMPLS FRAMING GrAurnn at Baring 00 ens y,Zid for Owing only,viumn analysis hae not been peTformad. sy&7EW,VERSAAAW.VERSA-MV Column at Bear[ C 81 analysed for bearing only,oolumn anatysla has not been pelrfoMW, PLUS*,V911SA- IM6, VMR&4 j'RMQI* 'AmeTUf)s are N — trad®mortts of Soiae Wood Produch, Gent n eats m m(L li-Q)T61tal load L.L.C. 8 m Cow inimu I deflection rr'tttria. Dastgn meeb CodQ minimurn(t./240)Live load deneotion efit ha. Design meats arbitrary 1,T)Maximum load defledon Otsda. 0.lember Slope a 0, aenaider drainage. C;oMect un DisoMM — a �• l ;• a minimum W 2" c 7-718" ri minimum R 3" d ro 12" Mambse nu no aide loads. Connsotors ors:IOd 5hker Nall1 Page 1 of 1 I 12/15.!•2005 07:14 50847707 7 GiROVER MCEL.HENY PAGE 11 y.�_. 1.J.C✓Jt1.J J.1 V.X\f i .JI 4� L+. Jr �L•�' . Single 9412" AJS" 20 MSR Joistwd7 BC CALCE 0.2 Do$Ion Report-UG 1 span I Na eatltilevere 0112 slape Friday, December 09,200E 13:66 Build 141 16"OCS Repetitive I Glued&nailed=rwrvat!on Fills flame- 8 Morilherry—Hamblin•8CC J0-tame: Shifty 8 Davtd Hamblin Desorlptlam:TYMAL 2NL FLOOR JOIST Address! 72 Cl i mshell Cove Read Speaifi®r: C1ty,State,Zip: Cotuit, MA Dcasigner: Joe Maders Customer: . Steve mcalln". Company: Shepley Wood Prtaduats Cads Meat. ESP•114d tyltgc: -T- .T__ �-.�T--T-�r --r ;-�-�---d}1-^_T-rI-- J r—r--r--r- i U.4n ibs ILL 423 lbs DL 106 lbs 01.lob lbs rov.?iodzordef Froduat Length o 19.1"S Lid u—MAavy LNV 0oatd Uow Wind Root Live L" 2!2e *n herd Ttrna RaY $YSAi 0.a 10 % 90% _j35YL_,_,13 1260A 00 1 Standard head Unf.Aren Left 00.00.00 15•10-08 40 po! 10 psf Tell CO!jftrola Surmnyy Nettle 516A11~41e Curettan Load Came an"LQC Disclosure Pos.morrenl 2024 It-lbe 59.6% 1 On% 1 1 - ln*rnsil WnWlstensps and aecurudy of input must End Rteectlo'n 615 lbs 45.0% 100% 1 I -LBft bo YaAe a by anyone who hwou'i rely on Total Load Del!. L/512(0.39e•) 0.9% 1 1 output as vvtdanoeof suNtslilbyfor Live Lead Daflr Ll64D(0292") 6612% 1 1 particular w1kcatlon.Curput hors beast Maas 019. O.d65° 38.b96 f 1 a^b'mtdin0 Codte-aecsptad det4rn Span i Depth 101 f9a 1 u imliwtlon sof WM a egad wood p,-oduc%must he In acaordanre wills %Allan %Allow current Instalation Guide antl appitouabie Beallial Su pill DIM,IN M van su®eor" Naastbme bultdinp cedes.To obteln Installation Guide So Waalllt%lo 2•1/2"x 2-'P2" 9 lbs 19.9% Pilo S t�Plm&Fir to ask questions, or i ms call 81 WalW11� 2.112"x 2-1P2" 5a W 10.9% ntn Spruce-Pine-Fir (eo?)252.0713E3 beffore steUadon• 13t;,CALCO,BC FRA►M998,AJS" Not" � ALLJCISIT-BC RN 86A1m'MI®�15, 001SE GLUL W".SIMPL4 FRANG da Design masts Co mlin(melr+1,W40) tel Ta load deflecdon 0terle. m —— SYVMM9,VERSA-LA ,VERSA-RIM D Ign meets Code minimum(W80)Live load defection crAsria. PLLRO,VERSA-RIMS 0:ign moste targinry(11)Maximum load dejedon a t Pie, VERSA-STRANDTM.WR$A-vMDv arty Composite El va!us based an U-12"thick sheathing glued and nailed to lout b-ademarks cf oases wend Product, L.t..C. ' t page 1 of 4 12/16/2005 07:14 5084770757 GROVER P'ICELHENY PAGE 12 Uri.. :+.r_eAJ—+ 11-trJ"l !)r'r.rL.c.'i �:,HL.t7 IVI,!.'dG�: - Double 1.3/4" it 9-112" VERSA-LAMS 2.0 3100 SP Floor 8QQMT902 SC CALCtrD 0.2 OeSign Report-US 1 soan I No cantilevers 0/12 slope Friday, December 09,2DOS ISIS Build 141 File h'®me: 8 M Clolheny_Harnbiin.SCC Job None; Shirley&David Hamblin Doecripiion: DOOR HEADER A7 SUNROOIA Addnne: 73 Ciam4wl Cove Road Specifier: City,State,Zip: Cotult, MA Designer: Joe Madera CLmtarnor. Steve momheny Company; Shepley Wood Product® Coda reports: ESIR-1040 l�Riac: -- vt....t.�.g._� __�_:v ��_�Yi µi • i v t 00,3-1/2" p1,Str2' LL 1280 rba LL 1260Ibs DL 877 iba OL 877 ohs i Total Noiaaol)tar Product�,.engM II rJ8-00-0Q SRl trml4sary Live Deso snow Wind scoot Live Tan QR .. Lead RIP* Rsf. YJ0 t rind 100% a IM 133% i>lendard Load Ulf.Area Left 00-00-00 08-0o-GD 40 pgt 10 pet � 08-00-f10 2 Unf.Lin. `eft 00-00.00 08.00-00 8000 n/a cardtals 8umma VIM& Allowalb-19 211T0211 Loso-Pa t Sp#n Looetbn Disclosure Pot.Moment 3479 tt-lbe 24.9 100% 1 -Internal Completeness"socuraoy of Input rnuat End Shear 1427 Itts 22.0% 100% 1 •Left be verftd by anyone into would rely on Total Load Defl. LM 271 (0.071") 19.6% 1 output as evideneo of eunobinty fer LiYe Load Duff. LM 043(0.047') 16.6% 1 1 pardoular eatdiaetlon,Qutput harp bored max D®t. 0-071" 7.195 1 1 on bulbltrg cod"wepted design Peooltiol and arAly$ls MOM*". Span i Dep*i 915 rile 1 Installation of BOISE ttrlaineeM wand produats nust be In aaonedsnos with °Jo Allow Y,Allow ourrent InstsBabon Guide and applicable Besrinp Suppelt% Dim.1L a N value Buono" member matortsi buildIno codes.To:obtain Irstallation Ouide 80 Post 3Al2"x 3-1/2" 1957 Ibs 22.0% 21,3% Spruoe-Pine-Fir or aak questions,phases Call B1 Past 3-1/2"x 3.1/2" 1057 Ibs 2210% 21.3% Spruce.-Pine-Fir (b00)232,0788 before installation. 00CALOV,00 PRAWK9,AJS w, CeutlAlrsl ALLJOLRTO,SC RIM HOARD"'',SCIG, BOISE 4'.ULAM7u SIMPLE FRAMING Calurnin at Bearing 00 analyzed for besring only:column analysis has not been performed. SYSTEM0,VERSAa,AMO,VERSA-RIM Column at Bearing 81 analyzed for bearing only,column analysis has not bean performed, PLUSS,VERSA-RIM®, VERSA-5'PfL+, ON,VERSA-STUD(&ar'o NOtes imme +erim at poise Vvooa Products, Design meets C de minimum!L/240)Total load deflection Criteria. Design masts Coda minimum(L/360)Live toad defection rrito0a, Design eleaf8 arbitrary(10)Maximum load defisctior crheriaa. Comootlon Diagram a minimum-2" c+w 5-1/2' b minimum-3" d= 12" Member floe no aide toads. Connw;tors are: 1Be Sinker Nalla page 1 of 1 v f Lot 4 .�;; ��•• Lot 5 Cove ` o w ohw ahw-0 ohw ohw O yea° 35 00 Q O` . !.•. _ `�.� i A _ 18 04 2SF Owner: `, a - David M. & Shirley T. Hamblen rmdedfbomTOP01�1998W�l4N,Pa,doctiom wavw.to 7 Winston Road _ Lexington, MA 02421 don M zooat X 39.0`�� �� oaf Fro^tycrd Setbodt ', ao Lot 23 Design Data OVERLAY DISTRICT: Single Family — 3 Bedroom f X 3 , � Daily Flow —_ 110 x 3 = 33 — 0 GPD AP Aquifer Protection District Septic Tank: As Shown on Plan Entitled tOQas ano rw 1°' V� 330 GPD x 20OX = 660 GPD Revised Groundwater Protection 06 Use 1,500 Gollon Septic Tank Overlay Districts" — April, 1993 p"° «9 / o�6` Leaching Area ors ' �1n9 `;. o no,r, xe% ZQc^)\ 330 GPD / 0.74 = 446 SF t 80 00 40.4 �� SF Required FLOOD ZONE: �; o koal ;' �, Sidewall = 158 SF 2x(12'+27.5')x2 -- ° �v Bottom Area = 330 SF (12'x27.5) Community Panel No. a m 488 SF Total Provided #250001 0021 D °c July 2, 1992 Leachi ' O Des Anna Chamber `o Zone C s9 °d ;1 z oa TBM E/=39.48 rk O to. OS o All Pipes to be Schedule 40. ® too of CB DH `ur'� P�ne��ot° Use (3)-500 Gal. Leaching Chambers . 9�tua �a In a Washed Stone Field as Shown. "�°'-�F ```;s yD Check: (488 x 0.74) = 361 gal ASSESSORS REF.a't'��; ,�. �,, h Map 006, Parcel 052 12S�A �`J ��BS'Qjo Legend- ZONE: L RF J- i Catch Basin El CB/DH Area (min.) 43,560 SF ggdl Water Gate (round) RPOD Area (min.) 87,120 SF ;7 �a• ' ;;:. `� '' 1 -0 Utility ) Pole Fronts a min 150' .i i © Gas Gate Width Frain) N/A Setbacks: 'Q,j 4, y ; •, -_ .r f ;. O Iron Pipe fie , " Fron t 30/ �0& ,1 y T r .. . �� :` T Side 15' O A� Rear 15' U No saws PRMAM MFb PREPMO Or. nE Existing system to be abandoned in place or removed, fd & Sh1►fe Ocv M, Existing structure destroyed by Are. Y Hamblen Sullivan Engineering, Inc.7 wl�nston Rood P P. a 9e.ess CapeSury Proposed Improvement Plan at N �..� 7 ftAm RoW 41 Clamshell Cove Road o Lexington. MA 02173 ce°ei w ts../.za•a,°a. 04tW-4 t.►u � � (No 4W-�/4m- Barnstable (t:otuPt) _ Mass, Frokk ore%too e°r o°ts a fewer earn sewer DW/XO J,* 2=- o►art: �L/rlfx rt.. G°tr "'E NOV 22, 2005 w=30' PERG TEST, 11,146 pa"PNO BY SLUVAM CM N E T E S Finish Grade vl"4=0 n''am orspwst s .MN 9,em 9' Min TEST HOLE - 1 I. Water Supply For This Lot is Municipal Water, 3 MAX — Filter °p�°,EDa„°T AM on 2. Location of Utilities Shown on This Plan Are Approx. Compacted Fill Fabric At Least 72 Hours Prior to Any Excavation For This Min Project the Contractor Shall Make the Required 2' A1AVMt"Qn Notification to Dig Safe (1-888-344-7233) 1/8' - 1/2' a ...:..y: :.• Pea Stone E OW 3—Mo 3. The Contractor is Required to Secure Appropriate Permits 3 0 0 O E3 0 - �L Def ned byoTh so plan gentles For Construction 0.1 LAM1°rRW3 0 0 0 a a r• ��o°t�.;,�'6 4. Install Risers to Within 6' of Finished Grade. 219. a a a a a t� eT- `u� ,� 5. All Structures Buried => (3) Feet or Subject to Vehicular Traffic to be H-20 Loading, a a a o 0 3/4' - 1 1/2' • a,�IN< I Double Washed � Suer i alb i- Stone IC GKIWOVATM ErCQNTERE° 310 CMR 15.00 Latest Revision and the Town of TEST HOLE - 2 Barnstable Board of Health Regulations. 4'-10' Nava[°er SJLLIVM oa hw 9.2007 7, All Piping to be Sch. 40 PVC. 12'0' 8. Wherever Sewer Lines Must Cross Water Supply to _28a Lines, Both Pipes Shall Be Constructed of Class 150 CROSS SECTION OF CHAMBER A `°'ten Pressure Pipe And Shall Be Pressure Tested To e LAM 1°**„A Assure Watertightness, NOT TO SCALE - �° %I LAYM 11 M/7 _Imp►%M" W.urw IarR7is r L°Awr"a �_fSHG 2r- c u LOWS -37� m7 LO IN( e uuoa TEST issa_(a lol NO GRIMWATER DCMNTD= TOF EL 43.4' Design Data _ F.G. EL 40.4• See Note 4 (t)p.) Single Family — 3 Bedroom see Nate 4 (typ.) Fc. Et Js.1 See Note 4 (typ.) Daily Flow = 110 x 3 = 330 GPD 'a D—Box •C _ ::ri�L.T„,;,:. .,,»;,> ...,., H-20 Septic Tank- 330 -�----- , • • .� Filter Fabric — , r. :5:ems; r .s.L n 30 0� 60 P ---------- c R -> ; � >r� Top El. J7.8' (Min.) Use 1,500xGalion Septic Tank }' Ir ...:.... acoao Y,. Gas 36.9' EL. J6.8 o e e o Leaching Area 1,500 Cal " ' �..._,:. C O O G O _,1 a ° Baffle Flow Equilizers r G G G G o - 330 GPD / 0. 74 = 446 SF Septic Tank As Required - Bot. El. 34.8•' H-ZO -- - •r Bedding, •T's, 'u's chambers - SF Required FOUNDA77ON `" '-�� "'" ' a" �- & Boffels L(3) 500 gallon Sidewq 1 = 158 SF 2x(12'+27.5')x2 a5 Per Title 5 H-Z0 Bottom Area = 330 SF (12'x27.5 ) Y,•." BYE > ' If Encountered Remove do Replace lest Hole 1 Ei. 283 488 SF Total Provided ry OTHERS -. ��,Y -^ All Unsuitable Soils Within 5' of No Water f0• The Outer Perimeter of The System Leaching Chamber Min. r•' . !:. t"r„ •, ; Groundwater ® El. 17' DesicLn in. v "" _ �� \, Per T.O.B. cw-Ma s All 7es to be Schedule 40. Min. PUse )-500 Gal. Leaching Chambers PROPOSED SEPTIC SYSTEM PROFILE . f: ?., ? " ' In a Washed Stone Field as Shown. NOT TO SCALE ` >, l§" 'l Check: (488 x 0.74) = 361 gal Title: Prepared By. eared For: PROPOSED IMPROVEMENT PLAN Sullivan Engineering, Inc. Date: NOV 22, 2005 N AT 41 CLAMSHELL COVE ROAD PO Box 659 David M. & Shirley Hamblen a Osterville, MA 02655 7 Winston Road N BARNSTABLE, lcobo) MASS (508)428-3344 (508)428-3115 fox ex Lington, MA 02173 Scale: As Noted y PSu11PEQ0ol.c7 l Project # 25035 ) d 9-417 8'-017 SMOKEDETECTORS REVIEWED OABOVE }' E m z R AB UILDING DEPT. DATE E5V"x I �;---� As ITCHEN C4 wIll ULTEDCEILING) ppFIRE DE ARTMENT DATE U W E eb BOTH SIGNATURE ARE REQUIRED FOR PERMITTING A8 A6 ISLAND U) �W=N REF F-S-r 1alY ss 11r 2 tv I 1i Q Ucn•fit'•� N / A u fn A6 2v x 61T �t LINE WALL r STOR. PAN FOLDING Tr t i S O57 TUS 4x4 P.T POST W/ / 1 x SM x 6 CASING lJl/ F, b BATH 4 O c § HAS" DINING SCREENED 26'x 5Tf' y, (sa'z 1597 ANDERSEN Qro t FM60611PALR PORCH 4 �' (MAHOGANY) O G .. ON r ` I b v CLOS. N © ) 1 I BEDROOM#1 CLOS. b, fo I ` c I 4 O x 0 17d '3'-6' 3' 16'd G I UP �CLOS. --GG 66© LIVING TYP 4x4PT OSTWI CASING W A . O °x � b C COVERED m 0 As 5 PORCH n sd t1(MA$On 4'Q' 3'a 3'-R 4 W ,.._, U r aza 3.r e-c 74r as (/� t� PARAPET WALL WI CAP r S� _�i `/) a SCALE: A TYP 4 x 4 P.T POST WI "= 1,_0„ A6 1z4r 1z4r Ira DATE: 3sv 1a•o- 11/14/2005 FIRST FLOOR PLAN GENERAL NOTES: JOB NO.: HAMBLEN FIRST FLOOR = 1137 S.F. 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS THE DESIGNER SHALL BE NOTIFIED IFANY ERRORSSECOND FLOOR = 740 S.F. &DIMENSIONS IN THE FIELD THESE AWINGOMISSIONSPRIOR TO START OF DRAWING NO.: COVERED PORCH = 260 S.F. CONSTRUCTION THE BUILDING CONTRACTOR SCREENED PORCwSTORAGE = 308 S.F. 2.) CONTRACTOR TO VERIFY MATERIALS, DETAILS& WILL BE RESPONSIBLE FOR THE CONTEW FINISHES IN THE FIELD WITH OWNER IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE S SMOKE DETECTOR DESIGNER OF ANY ERRORS OR OMISSIONS 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT THESE DRAWINGS ARE SOLELY FOR THE USN FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR OF THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN Al CONSENT OF THE DESIGNER ' xrs Iss Ina `KITCHEN ROOF Z BELOW, zCav B B b ¢ cn00 CL' 4 Ca A6 A6 A6 0 ¢ 44 W" 2TJ' C411I Z Ca C/)W I �} CL T-e r-10' G-r 2 r-1' (� N W A 0o Q Vcm�� A6 pq H M M t ! O Tuel to x BATH ACCESS /A/l ACCESS t PANEL —J PANE FT x 66' `ACCESS1^ ? 76'x 68' ———— r 57 I PANEL ( S L—J HALL QS E-' ON ~� BEDROOM #2 BEDROOM#3 W Q 4 ! ACCESS ACCESS Y PANEL BWOLD I I PANEL C S� x r . L � � i CLOS. t I I b Q O 1d•-(r C Q w 61T T-7117 T-71? 6.O' elA6 x b `PORCH ROOF ————— O od °D LINE OF WALL 4 BELOW l .BELOW r�T, � W j z � co A AB a41rr zrs d4 ur SECOND FLOOR PLAN SCALE: w4r 1/4"= l'-0" WINDOW SCHEDULE WINDOW SCHEDULE 11/14/2005 TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS JOB NO.: A ANDERSEN TW 2446-2 4'-11 115/16"x 4'-9 1/4" D.H.NARROW MULLION G ANDERSEN TW 2446 7-6 1/8"x 4'-9 1/4" DOUBLEHUNG HAMBLEN B TW 3446 3'-6 1/8"x 4'-9 1/4" DOUBLEHUNG H " " TW 2032 2'-2 1/8"x 3'-5 1/4" DOUBLEHUNG C TW 2452 2'-6 1/8"x S-5 1/4" DOUBLEHUNG J " " TW 24210-2 4'-1 l 15/16"x 3'-1 1/4" D.H.NARROW MULLION DRAWING NO. D " CXW 135 V-0 1/2"x 3'-5 3/8" CASEMENT K " TW24210 2'-6 1/8"x 3'-1 1/4" DOUBLEHUNG E C 235 4'-0 1/2"x T-5 3/8" CASEMENT L " " C 125 7-0 5/8"x Z-4 7/8" CASEMENT F " AFC 21 4!-0 1/2"x 1'-0 7/16" ARCH M " " TW 2442 7-6 1/8"x N-51/4" DOUBLEHUNG NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS A2 CONT RIDGE VENT TYPICAL ASPHALT ROOF SHINGLES . z TOP OF PLATE < N ® ® ®® Q Wpxo Q LJLJTOP OF PLATE (�KNEEWALL ���N N SECOND FLOOR 1 x 8 FASCLA 8 (/) (/2 . SUBFLOOR FRIEZE BOARDS w 0�Q o0 TOP OF PLATE O 4;E�g TILT-WASH LOW£GtA55 WINDOWS 611 FWEUGHT GRI L SBETWEEN GLASS LIU TYP 4x4PT.POSTW/[1 1 x 5l1 x 6 CASING FIRST FLOOR R lmr] �11 UO SUBFLOO NEW BULKHEAD KH rru LATTICE I I PARAPETWALLVNCAP I I O VERIFY GRADE HEIGHT U BUNGALOW STYLE FRONT DOOR I i I I IN THE FIELD JELD-WEN MP AURORA OR EOUIV �-___________________________________�_ _-____------ O FRONT ELEVATION12 W� ,2 14. 43 r0 TOP OF PLATE U El211'0't RADIUS � Q W L? TOP -(VERIFY INFIELD) O Ih�~L,I ,x 8 FLYING RAKE BOARDS ®KNE PLATE EWALL 1J —— W!1 x 3 DRIP 80.4RD h SECOND FLOOR 12 12 ' SUBFLOOR 4t�— 10 ® w TOP OF PLATE - � - U � c/) ti 1x5nx6 L.R.tTLO CORNERBOARDS SCALE: 1/4"= F-0" W C SHINGLE SIDINGOR S.-TO WEATHER DATE 11/14/2005 JOB NO.: HAMBLEN RIGHT SIDE ELEVATION ; ; " " ; ' DRAWING NO.: II II II II II II II II . r-=�C--==--------------------�J -- - A L .L ------------------ ------------------- --_=-�--E: CONT RIDGE VENT TYPICAL ASPHALT ROOF SHINGLES TOP OF PLATE y Q ® ® FFH o ww Q QUO § Ll >-Eo 12 TOP OF PLATE z m u2 w 1 10 0 KNEEW � AIXBFASCIAM FRIEZE BOARDS SECONDR!i OTOP OF PLATE 1x511x6 CORNERBOARDS [Ell W C SHINGLE SIDING V+ TO WEATHER FIRST FLOOR ILTY SUBFLOO& NEW BULKHEAD �1 0 I ---4 I I I I I I I W �=r --==________________��_____12t0 REAR ELEVATION 4f 1_ 12 x 42 1 x B FLYING RAKE BOARDS O W71 x 3 DRIP BOARD ® TOP OF PLATE 20'0't RADIUS ►T'4 (VERIFY IN FIELD) § O _Y FrL^t TOP OF PLATE C?V V` . KNEEWALL -14t SUBFLNOOR W TOP OF PLATE r c') El W SCALE:F-I1/4"= F-0" fill FIRST FLOOR DATE: SLl80.00R 11/14/2005 I _ JOB NO.: HAMBLEN II II II LEFT SIDE ELEVATION DRAWING NO.: II II II I 233' 1ss Ina 8.41lI $4 10 4NO W CONC D WALLS 1q., MEN 'x 18- --------- OW------- FOOTINGS A6 -- -- — — — A6 Q W 0o I �; I -- — � y�..w¢co b l 2 x 10 FLOOR JOISTS 1Soe l l l Q WT MID-SPAN BLOCKNG � I I I :•; I I I W ¢� zBAS �30. § WNEMENTDOW I i NEtltl I %, 1' I NEW STEPS DOWN iq ���N FULL I 'f 1 1 I TO BASEMENW/TWO DRAINS IN BASEMENT Q'DD 1 I BASEMENT I = s =d Q O Lo I .tl I • I I (d CONC SLAB) INSTALL NEW ANCHOR BOLTS AT 60• — INSTALL NEW BULKHEAD MAX o c 8 WITHIN 14'OF EACH CORNER71 8 STAIRS TO EXIW I tJ l I 1 BASEMENT DRILL R PIN NEW FOUNDATION F- T i O EXIST FOUNDATION WALL 1 k' I 1 J ——————— A6 .TO &BOTTOM BASEMEN 1 �• I _ I I WINDOW r - - - --------------- --� 5VWIDE FOR ACCE O NEVrv-rNM NEW 8'CONC ————J FOUND WALLS 2 x 10 FLOOR JOISTS 16•o c ( 57 HIGH WT MID-SPAN BLOCKING I NEW B'x 18• b I CONC FOOTINGS BASEMENT N OWINDOW ea sD s B-r g-r �1�� oZ ; § ID NEVVFULLBASEMENT3.1.75x95n 19 E LVL RT 3-17Sx9 19E LVLGIRT (d CONC SLAB)NEVNEV 3 1!TDIA STEELLALLY EXIST-STRIP FOOTING —— NEW3 1? 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CONT RIDGE VENT 1.2 x t0 RAFTERS @ IT o c 12 NG 31A�S HHAALT�ROOOFF SHINGLES 10 4 1s B FELT PAPER 1}, 5 17(Balm BATT INSULATION®FLAT CEILINGS 6 B'(R=A HIGH DENS INSULATION®SLOPED CEILINGS / / \ 72 x 12 RIDGE BOARD \ 12 B SIMPSON H 25 HURRICANE CLIPS AT ALL RAFTERS \ \ I OATER SHIELD AT BOTTOM 3Tl ROOF z 12 / / \ \ 1 1 PRO B0 PROP-A VENT VENTILATION CHUTE BETWEEN RAFTERS 0 / 2x10a®16"oc \ TOPOFPLATE BOO / \\ WONT ALUM Q' SOFFIT VENT ✓ >-W Q \ \ l p_ LD 207 RADIUS / § \\\ b p7 (VERIFY IN FIELD) / ^ '�j a 4- BEDROOM#2 m \ TOPOFPLPAT m 43 x N w LL 0oo`CC Go q 1� Bs 16°° -7 SECOND R OOR 0 O�f' 2* NEW 2 x 10 FLOOR JOISTS @ 16'o c TOP OF PLATE -- 2z6h 16"oe PARALLAM BEAM (SIZED BY SUPPLIER) BOARD NEW T GYP BD ON 1.3STRAPPING®16'oe NEW WALL CONST. 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WKLL Z ti KITCHEN CONST. F CONST. MAHOGANY DECKING SCALE: SUBFLOOR 1 `T FIRST FLOOR 1/4"c 1 1��" NEW 2 x 10 FLOOR JOISTS®t6-oa 3-PT 2x1O4 NEWPT 2.10 FLOOR JOISTSO1 oc PT 6 x S POSTS WJ DATE: SIMPSON 5C 6 POST Tg CAP ABLI66POST r 11/14/2005 FULL NEWS"CONC BASEMENT NEW B CONC FULL JOB NO.: FOUND WALLS FOUND WALLS 4 BASEMENT HAMBLEN rn NEW C CONC SLAB NEW r CONIC SLAB Wf FLOOR DRAINS DRAWING NO. NEW B'x 10' NEW S x IS' CONC FOOTINGS CONC.FOOTINGS BUILDING SECTION @ KITCHEN BUILDING SECTION @ SCREENED PORCH A6 A6 A6 zis 1cs 1oa-v m ___ z 1 IL—J In! L 1 �� z¢N W W O B i ON s b Q �wcD A6 A6 � 4 1 C z A6 0 �WxN 1 CW F-cq¢oo 0 A A6 PARAUAM HEADER (SIZED BY SUPPUER> gRgLLAM SIZED BY S PPUER) w 0. w m O l 0 N gig u w u a T l 4 x 6 SOUD WOOD [� ¢ H POST UNDER AT IMOPOINT BEAM ¢ ^ Z 1 i �y 1 DOUBLE Q W � x p06of) m w � � j zC/) ti A SCALE: As 1/4" = 1'-0° DATE: W4T 14'-(r 11/14/2005 SECOND FLOOR FRAMING PLAN JOB NO.: HAMBLEN DRAWING NO.: 23'3' .1 16'-9' 117d W z zc,� Q S2¢N ( W O O Q AB c A6 a 0 >- c�D C W M(n w § $ A8 H 4 0 O Q 4'-4 17 2T3' 4'4 VI (SHED DORMER A AB Ex PARALWd RIDGEBEAM (SIZED BY SUPPIIEit) d rO V 2 x 12 RIDGE BOARD_ _ Q _ W P BEAM( BY SUPPUEM ~I U 0<5 (/J AL b I 2 x 8 RAFTERS®16'o c § m b° j �ti v cy I a C/) t�— PARAL BEAM(SIZED BY LIED A SCALE: As 1/4' = 1.-0" 44 1!I' 2P3 4'41!t (SHED DORMER) ` DATE: W4r ,4'a 11/14/2005 ROOF F RAM I N G PLAN HAMBLEN NOTES: DRAWING NO.: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H 2.5 HURRICANE CUPS r� AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS A8 J