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0016 ELLAS LANE
n� t�}�V� ��" r i�"•'`ice e��g3'o }'�a�-hr {`a h`—+•b.�i'�-� �'r r�':�yAe�y(����i . �� ..., ^.:. t :.. .-:. . -,�+ :. i.,. "••; .>'ws, _. ?•:".. '. _.r ,i;..n:.•f '.:_y. �'f ,y.1 tl.X 1,�k�'�,�i't ,r''• "4:if �.�,� �r{P•..y.., .R �.i,. s1 .r• "r i .3 a.i S �, ./.f p...�' --e: � •_ri, g6hr S". ,A 2 c�..� ...'-.a_._;n a s..._: _S .. t " _, .., l r ". . "�. ..� r -..t:... . { :.'?2' '-�M ? ',•`'d�z.'x..1_F. -l'. o {`--i;;`� {. .='4t,; T,a;+a rs:;�.. � :e�e� .ti;�:�+� �J°4 :� Y'. .-.p t'%,. s �f � �#tr ��+, �} "a'{ z,"�i,�u� z �'ri~ a ,e�'" t, i'P .� ��. �s.� e •I 'ti' Zri r� � •{: �; r :F� +sa ,�r..S-e+.,u .r F • " a " , t • n •' y tr u r _ Y , 1 o . - ., � - 4-�`^ n S-" ,., � s .�:,.; � '� • a-a,.. ,-��v+r..� db,m�a. o�-- :tr.C: � �o Fez cn,�-' CB/DH 165 Fnd S 7 N/F 00' ❑�C95334„ E Kestut/s aliudnik LOT 22 74. ❑_kode Fence �B,o d°S 79. REFERENCES: a ❑� Assessors Map: 189 3592'cBFD� I Parcel: 162 Lot 27 LCC 35548D i I / of LOT 28 / 19,340±SF , 4, i to , ZONE:R c Proposed '/ p j o Setbacks: z Addition ,,- Front: 20' i .....: I w Side: 1 / Septic System (oprox) I I ❑ 3 l By BOH card I I o Rear: 10' / I N I a / stone W0 k 1 I O 17.3' l ` Wood 1 Deck \ I / eck \ / 31.4' wood 'I ❑ / o`I ?0J9• Sty WIF I of O LOT 29 �\ 'ZD o Dwelling I #16 �I ❑ Legend: i ❑ 19.5 0 Railroad Spike Found Wood ,Dec PK Nail Found 0 Brick C6 El OBIDH `� Woik I 1 N Guy Utility Pole t, 4.4' .qss?• �,\\ 0- % N Light Post 12.3 S`91?`g0 ; o ti OHW— Overhead Wires S•, o. . �� F sa ❑ Stockade Fence Dla. Cone end,New 12o Z o Post & Rail Fence Sona Tubes (3) I LOT 27 � 1 1 1 j I I 0yW 1 N/F 1 I Charles W. 111 & Janet j Haggerty 1 0 N 1 I 1 I c 1 I o V O I a �iv10F rTi '% I I o qy O RICHARD GN 00, 0" E o R � pave Drive 79• LHEUREUX N PK RRSPK N Fri Fnd op, €#34312 w Fnd\ /20• 40 'i Q CB/DH O 0' esS� i LOT 30 IM S8259'17'E m `_ 110-66' LOT 26 — Plot Plan Showing Proposed Addition At 16 Ella's Lane In BARNSTABLE NOTES: (Centerville) 1.) The structures shown were located on the ground MASS. by conventional survey methods on or between DATE: 03/DEC108 SCALE: 1"--30' 08/APRI08 and 03/DEC/08. 0 15 30 45 60 FEET 2.) The property line information shown hereon was PREPARED FOR: compiled from available record information. Charles A. Wry 16 Ella's Lane 3.) This plan is not for recording or deed description Centerville MA 02632 purposes. PREPARED BY: CapeSury 7 Parker Road Osterville MA 02655 DWG #: C716gl FIELD BY. MLL/DWB (508) 420-3994 / 420-3995fox 76i'`Vn of B�I'i1Stab�� *Permit# 6•I 5 Expires 6 months from issue date e 'I'atory Services Fee_i JAY 22i Tho;uil�ing.Div'isiou sr Geiler,Dii ector t~ T�VUN .,M� �, t � Z�hs— �. Tom Pe rry,CBO,.Building Commissioner r 200 Main Street,Hyannis,MA 02601 + . .I"wwtv.town.barnstable,ma.us t Office: 508-862-4038 Fay:: 508-790-6230 EXPRESS PER U' APPLICATION - RESIDENTIAL ONLY Q� G� Not Valid without Red X-Press Imprint Map/parcel Number 8 ) Property Address. �Y x, E(i ('` C dResidential i 'Value of Work 4 V� ]V` wMinimum fee of$25.00 for work under$6000.00 Owner's Name&Address` �-1( ►W rlK � "' Contractor's Name V 1.�.' Telephone Number ��v Home Improvement Contractor License:#"(if applicable) •,w h� (�(�J i t Construction Supervisor's License#(if applicable);•jl ❑Workman's Compensation Insurance BClio .one: arn a sole proprietor : ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance, z; Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must Ue on tile. Permit Request(check box) d `, , [V/Re-roof(stripping old shingles)'All construction debris will be taken to rl �(� ❑ Re-roof(not stripping, Going overexisting layers of roof) A ` N Re side< i i�i�r tr 4i ❑ Replacement Windows/doors/sliders U-Value S`;; (maximum 44) * l � t.• t � f lles�i t; t y; ,�• �: "• , Where requiredl�ssuance of this permit dots not exempht coirrpliance with o[har[own department regulations,i.e Historic,Consetyation,etc. ` ***Note r Property 0 must s gn Pro rty Owne .etter of Permission. 'i rt , tt �•ryi ' - r tl Y, of e Home roue nt C r l ors is re Y, P,. wired. q , SIGNATURE.' - - z Q:Fcrms:ex mh P g Revise061306 k yyE ` I i, �ofHE ,•To `.of Barnstable. Wn t " `Regulator Services . : r .MAS• '.1 Thomas F. Geller,Director t ' ..�� uildin.g DivisioIl r T61 Perry, Buildin Co .a. a g ,.. mmissioner , 200 Main Street, Hyannis,' A 02601 i• wR'w.town.barnstabk.ma.us µ Office: 508-862-4038 Fax: 508-790=6230 P;ro e�_QpS'�ler Must r. Colete and mp S7gri T ', s Sec. on : ; f Using,A Builder �} as Owner of the subject property . �. herebyauthorize to act on my behalf in all matters relative to work auk°orized f ri 11 bythis building permit application-for'. (A Adress of Job) , . 4Da Signature of Owner ,s BEd,`• :. � •. .+ 6 �'r 6 # , haf I P [ y tp Print Name A w F • p+' at'3 c it t'}#1r� # F dE' y _ - Q:F0RMfS:0WNERPERMl5S1oN 4 t fi tt Hie-Cori moityrealth of Vassachuse �. Dep,ur ertt of-yuhir trwAcciden#s R ' i; es `ic e of'Inv ras. � r� i �r{ s 600 Washr`rlglrrra Street -Boston MA 02111 a t kF wrcntr.rtirrsgafY'datx Y W rkea= ' Compensatiian.Insur nce Affidavit'.$lnlders/ContracQiorsl7ClectricianslPlumhers 'cant Infamatiron , < �I < Please'Print b Name(Busme&lGrganization&dividnal)= " Address. ® P;O-001 City/Stat&Zip: U:t '� ►� T `�U� .Ph6ne Are you an employer: 'heck the appropriate bon ' Type of project(required: 1_❑ I a ev player witlf �# . :. ,4 °' r! I atu a general.contractor and 1, loyees(full and/or part-time}* t`ii have hired tht sub-ca -ctors 6" New 'ao astzucfion. 2_ I am a sole proprietor orpartner .1 r'll.; listed on the attached sheet F 7_;Q Reuwdeling slop and have no employees a '" ft, These sub contractors have I ;g t Demolition ' ?�raiekingt'for me'in au}r capacity.' r N, 1,•} euiplrayees and have,of ens [Na wet ' coutp Msutauce. '"' camp_insurance 1'. :� Buildsng addihon' r r } t l 3 r; t' Vde are a co b ati�and its t 14.:0 Electrical r required-]' ❑ rp epausoiadditions 3_❑ am a homeowner rifling all work officers have exercised their 11_.Q Plumbing repairs or additions raysel€ [No workers'comp_' k~f 'right:of exemptioa per MGL rasuranc!required_]I c- 152, §1(4),and we leave na . + 12"Q Raof repairs .> ., �,r,�,,� employees.[No sRoikex " 13'_"�]{?ther. P +lF+ ( ;comp_insurance regtriretj_]; y '*Amy applicant/bar checks boa#1 oast also fill out the section below showing rhea woa&en compensation policy anfMM-teen_ 111:omeo'wn,ers who subm rt this affidavit indicating they n-e doing all woA and then hire outside contractors oast submit a new affidavit indicating such" =Coakactnrs that check this box must attacked an additional sheet showing the name of&e's�tr cis and state whether or mat thane emities have ; emplayees. If the mTb-•contmctars hwe employeer,they�P�de their warkns'comp.policy cumber , I tart art arnpIoyer tPrat is prrttzrhiig�ttFork�rs'corrgrarisvriian insttrartc{e f crr trey,etr�p£s?y�cis. Belau is Ste pa£ic}rrrtd jolt sites itr,�ormrrhnrr - .:, - r lasiZmce tl. GvmpanyName_ Policy 9 or Self-ins-Lif-I: Expiration Date: Job Site Addrtsss= CttylState%Zip : Attach a copy of the-workers'compensafijm� olic-declaration who the ,r number a� d expiration date). I'. .. 3 p ( w'� po i`' Failure to secure'coverage as required under Section 25A of MGL c;152 can head to the'imposition ofc;-;r,,-I hes of a fine up to S1,500M and/or one-yearir p im"ent,as well as civil penalties in the form of i 1.STOP,V 3O ORDIItand a fine OE up to 250.Ofl a day against the violator.,Be tsdgised that a copy of this statement may be fortuarded to the Office of IM-estigations of the DIA for' ce. verage verification I do h ruder a 'n r enalfresir�fperJury that Ste infrirma#iarr pratdr£,?d" F is 'and cnrrect Si trneI> r i,k l r ,�' �i � �� .Bate_Phone tV 1 , O,,fj`kiq: awe only. Do not write it,flrfs area 1 tol fin completed by r[ty or Town official' ` '1 City or Town: ' " PermntlLaceuse# Lssuing Auth6rity(circle one): ` L Board of 11 aZth 2.Buildin Departinent 3.CityfTown Clerk 14:Electrical Inspector 5.Plumbing InspectarY a Contact Person. , ?''°�F t .Phone#a }; - o r-. _ r 7 � Massachusetts - Department of Public Safety ' Rding Regulations t Board ion Supervisor Speoc alt�nd_ Standards License: CSSL-099138 r. t L JAMES P CURLEY� Centerville MA QQi 632f 4 �- m 3 / Expiration - Commissioner 28/2016 . ^ - , . . ".— m -x.. s: .,,,� ,�. va . .F 's;. 'Y-is,wL .mow'. t v' &'°Pbs,.'v 4`: �e_ 5y. s b xr:;e^e ,e... t :' z^:!i°� s 4,*.y,'�. z !z a.-,Sfi'_ 'y''iJ '�11,11, �;;' �!+y@' � ��11:^v}. u"4 !J J , x.. £: *�<.x .'ts'c.;a �,+.;w'y;.r„,drr,, '3' :a.r ..� s -, {� ,d '-9�', `.: y' '."y1:lr,a '�" r.,p.; .1;cr:�i' .R•,:u ,2.,.n:: - V. „�• ,,.;:k§ @, _t'.., ,�,,yy u"-s 't I'ti _$,, _' ��'' ... --4'kt. .:. 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'. 4^'. ., $.;. . !.�'r` .,;:F.. .+'�p.,rb-; . -z",Ma�. -..n. ,s, _.�.;',,,c�.k k1, ,'s3n+ £ <sa 1r.: x ff' cr, ys t f r' u.:k'"¢7' Y,'Ch ."Sv.'s �.-+�ma . ,F:>.. +x>�n•er --Y,-3k.::, -°.t-"af e"'� -:,y t' - F ,Fa WT c ' • , ► n r •'- �li�� �� �� IK� .. M n 1.„ . . . - + ^_ __ a a __: - 1. 1. N x , . _,. % k .... .... 1.. ... r ,.. - y - - _. .: :.. _ - . i, - _ 41. I. -tMv ,.t , :Y, - . 7 .. - I. I :. . j = ti 1. . "A,:a: W ffg'N iVz r , r ". "r P7,.^ ,.as"�P�' ;'i�"'�' hz'"? ' :-y. :x.,v.:" .3 '. I - s.'t,% v :�a t - �n x .. ..... -a f 4 r. 110262' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel .."Application # 0`t �� Health Division '.Date Issued Z Conservation Division Application Fee Planning Dept. Permit Fee, Date Definitive Plan Approved by Planning Board o f 2J3Ije Historic - OKH _ Preservation / Hyannis Project Street Address 16 Ella Lane Village Centerville Owner Address Sa me Charles Wry Telephone 508-778-4245 Permit Request air sealing, duct sealing, ;nsul ate kn wall (R-10) , open attic (R_49) Weatherstrip 1 attic access hatch, install 2 insulated .exhaust hoses and 9 soffit vents Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new ZoningDistrict Flood Plain Groundwater Overlay Y Project Valuation 3951 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other -Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor-Room Count, -, Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other .a d :.sn 4 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑-Yes ❑ No tJn Detached garage: ❑existing; ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑;existing :0 newt size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 0 rn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name RISE Eng. Telephone Number 401-784-3760 Address 1341 Elmwood Ave, Cranston, RI 02910 License #. 100459 Home Improvement Contractor# 120979 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE u I Il? Erik Nerstheimer for RISE ry r v� FOR OFFICIAL USE ONLY r . i APPLICATION# DATE ISSUED r MAP/PARCEL NO. ADDRESS. VILLAGE OWNER f s 4 DATE OF INSPECTION: w�-,FOUNDATION! I FRAME w INSULATION, FIREPLACE 4 ELECTRICAL: ROUGH FINAL 5 �r PLUMBING: ROUGH FINAL GAS:, '_ ROUGH -; t«.F "_ FINAL s : FINAL BUILDINGt r _ DATE CLOSED OUT ASSOCIATION PLAN NO. r . :r RISE ENGINEERING Federal ID#0"406629 RI Contractor Registration No 8186 A division of Thielseh Engineering MA Contractor.Registration No 120979 a CT Contractor Registration No 620120 } 1341 Elmwood Avenue,Cranston,R102910 (401)784-3700 FAX(401)784-3710 CON 9 F%,M s 9, 'X/ Page 7 E ' 1• \ THIS CONTRACT IS ENTERED INTO BETWEEN RISE �/• ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER .PHONE DATE Chen# Charles A Wry (508)7784245 ._ ,. 06/02/2010 110262 SERVICE STREET l - t BILLING STREET. - 16 Ella Lane 16 Ella Ln SERVICE CITY,STATE,ZIP - - BILLING:CITY,STATE,ZIP . Centerville,MA 02632 Centerville,MA 02632 JOB DESCMftION RISE Engineering will provide labor and materials to seal areas of your home against wasteful,excess air leakage. This work will be performed in concert with the use of special tools and diagnostic tests to assure that your home will be left with a healthful level of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. Primary areas for sealing include air leakage to attics,basements and other unheated areas(windows are not generally addressed.) This work will be performed at the rate of$66 per man per hour,which includes materials and testing. 12 man hours.This measure is available for 100% rebate from the Cape Light Compact. $792.00 RISE Engineering will provide labor and materials to seal heating supply and return ducts within designated unheated basement areas. This work will be performed at the rate of$75 per man per hour,which includes materials. 2 man hours.This measure is available for 100%rebate from the Cape LighfCompact. , $150.00 RISE Engineering will provide labor and materials to install 2.25"R-10 semi-rigid fiberglass board insulation to 123 square feet of kneewall area. $332.10 RISE Engineering will provide labor and materials to install a 14"layer of R-49 Class 1 Cellulose added to 1142 square feet of open attic space. $ $1,598.80 RISE Engineering will provide labor and materials to install insulation and weatherstripping to 1 attic access hatch(es). $25.00 RISE Engineering will provide labor and materials to install 2insulated exhaust hose w\roof mounted flapper vent to exhaust existing bathroom fan(s). $200.00 RISE Engineering will provide labor and materials to install 9 4" X 16"rectangular aluminum soffit vents to increase ventilation in attic areas: $153.00 RISE Engineering will provide labor and materials to install R-6 faced fiberglass,insulation to the exposed heating supply ducts in the basement area. Total to be installed is 280.0,square feet. y Pr ' � ' 1/�.l 15--�r T E RISE ENGWEEMG Federal ID#05-0406629 RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,RI 02910 (401)784-3700 FAX(401)784-3710 CONTRACT G Page 2 , THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING AND THE CUSTOMER FOR WORK AS ENGINEERING DESCRIBED BELOW CUSTOMER PHONE DATE client 9 Charles A Wry . (508)778-4245 06/02/20t0 110262 SERVICE STREET BILLING STREET < - 16 Ella Lane 16 Ella Ln SERVICE CITY,STATE,LP ` BILLING CITY,STATE,ZIP - - Centerville,MA 02632 Centerville,MA 02632 JOB DESCRIPTION $700.00 RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible _ measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calander year. $2,942.00 WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICAnONS.FOR THE SUM OF ***One Thousand Eight&90/100 Dollars $1,008.90 UPON FINAL INSPECTION AND JLPPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY EE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATION. UNPAID BALANCE AFTER 30 N " DO NOT S THIS CONTRACT IF THERE ARE ANY BLANK SPACES' 6IG AUTHORIZED 810 •RISE ENGINEERING CUSTOMER ACCEPTANCE.:. NOTE:THIS CONTRACT Y BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANC O ACCEPTANCE OF CONTRACT-THE ABOVE PRICES, ECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEP .YOU ARE AUTHORIZED TO DO THE WORK DAYS. . . AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE •' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600,Washington Street Boston, Mass. 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual) RISE Engineering a division of Thielsch EnginParing Address: 1341 Elmwood Avenue City/State/Zip: Cranston, kI 02910 Phone#: (401)784-3700 or 1-800-422-5365 Are you an employer?Check the appropriate box: Type of project(required): 1. M I am an employer with 4. 0 I am a general contractor and I 6. 0 New construction employees(full and/or part time).* ° have hired the sub-contractors 2. 0 I am a sole proprietor or partner- listed on the attached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have . 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance comp.insurance.$ 9. ❑Building addition required] 5.0 We are a corporation and its 10, ❑Electrical repairs or additions 3. 0 I am a homeowner doing all work officers have exercised their myself [No workers' comp. right of exemption perm MGL 11. ❑Plumbing repairs or additions insurance required] t c. 152, § 1(4),and we have no 12. ❑Roof repairs employees. [no workers' 13:1 Other Insulate comp.insurance required.] *Any applicant that checks box#1 must.also fill out the section below showing their workers'compensation policy information. tHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contactors that check this box must attach 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 thepolicy and job site information. Insurance Company Name: The Preston Agency ' Policy#or Self-ins.Lic.#: 3730961-00 Expiration Date: 1/1/11 Job Site Address: ' �Ql 1. }� Pj 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 152 can leadto'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 $250.00 a.day against violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certi and the ins enalties of perjury that the information provided above is true and.correct. Si nature: Date: Q Print Name: Erik Nerstheimer Phone#:(401)784-3700 or 1-800--422-5165 ext133 Official use only Do not write in this area to be completed by city or town official City or Town: Permit/license#: Issuing Authority(circle one): 1.11oard of Heath 1.:Building Department 3.City/Town Clerk . 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: ,4CORD CERTIFICATE OF LIABILITY INSURANCE OPID 47 DATE(MMr°DYY(y) THIEL-1 04/13/10 PRooucER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOFMATION The Preston Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1350 Division Rd Suite 303 HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 810 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. East Greenwich RI 02818-0810 Phone: 401-886-8000 Fax:401-885-1700 INSURERS AFFORDING COVERAGE. NAIL$ INSURED INSURERA: Zurich-American Ins CO. Thielsch Engineering Inc INSURER8: L - Thielsch dioup Inc. Yl•blli,ty' Hi Tech Realty Inc. wsuseRc North American-Cap acit19Sy Cranston stonCRI Avenue INSURER 0: Hartford Insurance Company Cranston RI: 02910 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NA V}ED ABOVE FOR THE POLICY PERIOD INDICATED.NOTM"IHSTNIDIriG - - ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCLIMENTWITH.RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECI TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH - POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - Ir?SK�IID - LTR 1NSR TYPE OF INSURANCE + POLICY NUMBER POL DATE(MMlDDIYY) DATE l LIMITS GENERAL LIABILITY EACH OCCURRENCE Z 1,000 000 A i X COMMERCIAL GENERAL LIABILITY 3730962-00 04_/01/10 01/01/1, pREMISES(Eaoccuenca) T300,000 CLAIMS MADE OCCUR MED EXP(,Any.one person) ff 10,000 PERSONAL&ADV INJURY s1,000,000 GENERAL AGGREGATE 4 2,0 0 0,0 0 0 GEN'L AGGREGATE LIMIT APPLIES,PER: PRODUCTS-COMP/OP AGG $ 2,0 0 0,0 0 0 POLICY XjEa LOC Emp Ben. 11000,000. AUTOMOBILE LIABILITY - t k X ANY AUTO 37309'63-00 04/01/10 01/01/11 CaaccidU"SINGLELIMIT $ 2,000,000 (Ea accident) ALL OWNED AUTOS - - SCHEDULED AUTOS - BODILY INJURY (Per person). HIRED AUTOS .. — BODILY INJURY 3 WGN•OV/IJEG AUTOS - I (Per 8wde,nt) . _ I PROPERTY DAfwWGE (Per accibenl) GARAGE LIABILITY - ' AUTO ONLY-EA ACCIDEtgT S ANY AUTO - EA.ACC $ - OTHER THAN AUTO.ONLY: AGG >' - EXCESS/UMBRELLALIABILrY- EACH OCCURRENCE -S 10,000,000' B X OCCUR CLAIMS MADE LIMB 9263637-00 04/01/10 01/01/11 AGGREGATE 510,000,000 RDEDUCTIBLE X RETENTION S 1D,0 0 0 - R - WORKERS COMPENSATION AND : X EMP LOYERS•11ABILITY TDRY_IrnITS - ER A Vg}'PROPRIETGR/PARTNEPIEXECUTIVE 37309 r. .EACHACCIDENT. .. 51,000,000 OFFICER/MEMBEREXCLUDED') _E.LDISEASE-EAEMPLOYEE 41,000,000 II yes,dascribe under - SPECIALPROVISIONSbolow E.L.DISEASE-PdLICYLIMIT :1 1,000;000 OTHER - - c Professional Liab DVL000026800 04/01/10 04/01/11 - Prof Liab 2,000,000. DlLeased/Rented Eck 02VUNTD5678 04/01/10 04/01/11 Equipment 100,000 c DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS - CERTIFICATE HOLDER CANCELLATION ` - - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION ' - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 - DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00.SO.SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGENTS OR , REPRESENTATIVES. - _ AUTHORIZED REPRESE v ACORD 25(2001/08) @ACORD CORPORATION 1988 f e3 =z,. ^s yt c-i� 1� .•.a..:ri4 ., 1.,;-Frl'1�a* -.,},�a �4�`i ; 1,j z. x!!4� �'! ti:��1 {:_.!, , �'�}airTHIEL".:1'`+� '��'! li �e PAGE 2..Also for RISE Engineering, a division of Thielsch Engineering, Inc. Gaskell Associates.; a division of Thielsch Engineer ing;. Inc. BAL Laboratory, .a division of Thielsch Engineering, Inc. $ ESS Laboratory, .a division of Thielsch Engin..eering, Inc. ALCO Engineering, a division of. Thielsch Engineering, Inc. Water Management Services, a division of `Thielsch Engineering, Inc. g1t nsumer ai/an usines�se��on Off ce o o g 10_Park Plaza Suite 5170 Boston, ssachusetts 02116 Home Improve ontractor Registration Registration: 120979 M Type: Supplement Card z ' ' w Expiration: 3/25/2012 THIELSCH ENGINEERINGrA ERIK NERSTHEIMER J 1341 ELMWOOD AVE. CRANSTON, RI.0291D Update Address and return card.Mark reason for change. Address• Renewal Employment Lost Card - DPS-CAI 0 50M-04/04-G101216 ,tom �fe Office of Consumer Affairs&Bu mess Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration 79 Type: 10 Park Plaza-Suite 5170 Supplment Card Expira '� 12 e Boston,MA 02116 THIELSCH EN - T ERIK NERSTH _ 1341 ELMWOOD _ Y' CRANSTON, R1 029f ��' "J r'�r Undersecretary Not valid without signature f ragei0Ii The Officia+Website of the Executive Office of Public Safety antl Security (EO.P$) Mass.Gov Home Public Safety Department Of Public Safety Licensee C'Omplaints License Type Construction Supervisor License# 100459 Restriction WS,IC Name Enk Nerstheimer City,State, Zip North Scituate, RI, 02857 Expiration Date 3/28/2012 Status Current No complaints found for this Licensee. Back To Search Board of l3iiildino Rcgu)ations and Standari>3 l License or registration valid for individol use only HOME IMPROVEMENT CONTRACTOR i. before the expiration date. If found return to: Registration:. 120979 Board of Building Regulations and Standards XWTPt`i.on: =3;!25/2010 1. One Ashburton Place Rm 1301 r ^TYPe piement Card T�c?stc ji l42. 02108 . ELSCH ENGIJVEE_RING=_;; i is-�:::, K NERSTHEIMERag`y`'_— 1 ELMWOOD-AUE " �NSTON, RI 02910 Admm.isti uor Not valid without sign #�;re - ht-tp://db.state.ma.us/d ps/licdetails.as ?txt — ' p SearchLN--r',(�T.1 nna-s4 r• , k � u N AT-245I31 .- 1 IIL r3 _ 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES Construction Checklist f Single-&Two Family Dwellings ` If required by the building official,this fbnn shall be submitted at the completion ofthework;_prior to the issuance of a certificate of occupancy-or completion,by the licensed construction supervisor,registered professional or homeowner(responsible patty),as applicable,the municipal and/or state building official in verification that,to the ben of his/her knowledge,the work has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. The date shall indicate the date on which the responsible party viewed the building activity to ensure compliance with the code and/or reference standards. This date may or may not correspond to the date on which the activity was inspected for compliance by the municipal and/or state building official. Note any deficiencies that were discovered(if any)and corrective action Activity Date taken to ensure compliance with the code and/or reference standards Foundation a. Location/excavationh b. Preparation of bearing soii C. Placement of forms/reinforcing d. Placement of Concrete e. Setting weather protection methods f. Installation of wateddampproofmg . g. Placement of backfill Shvctarat Frame (. ©. . /$',�•. r�' S. ��� �N 'f/L---. . a Floor /A b. Walls c. Roof/ceilings d. Masonry or other structural system Energy Conservation /7 t a. Insulation/vapor and air infiltration t barriers. b. NFRC rated window. , c. HVAC equipment with proper efficiencies Firer Protection a Smoke . b. Heat C. Carbon Monoxide d. Other Special Construction a. Chimneys b. Retaining Walls c. Other' 1;If encountered in excavating for fotmdation placement,the responsible patty shall report the presence,of groundwater to the building official and shall submit a report detailing methods of remediation. 2.Frame shall include the installation of all joists,trusses and othet�structural members and sheathing materials to vetYfy size,species and grad,spacing and attachment methods; The responsible shall ensure that any cutting or Y notching of structural members is performed in accordance with the requirements of this code. . 3.The building official may require the responsible party to be present on site at other points during the conshnction, remnaruction,alteration,removal or demolition work as he/she deems o riaee. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE NOTES In signing this form.the licensed construction supervisor,registered professional or homeowner(responsible party),as applicable attests to the fact that,to-the best of his/her knowledge,the work as described on the referenced permit.number and associated puns and specifications has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. N of R nsib jSignatugofRe3lonsib F rty Construction Home Improvement Registered Registered Supervisor License Contractor Registration Professional Engineer Architect Number piration Date Number pimtion Datel Number. ExVpiration Date Number Expiration Da This form is submitted for the following project Permit Number Pro"Address 7 I • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map Parcel - Application # Health Division t Date Issued Conservation'Division �1��. Application Fee ` Planning Dept. Permit Fee L •-8c Date Definitive Plan Approved by Planning Board l-l)Z_5/ «: , Historic - OKH -Preservation/ Hyannis r Project Street Address d. Village �.— Owner / Yv Address Telephone Permit Request - Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ^� rrn Project Valuatio 42 ®D�DConstruction Type Lot Size F Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l Two Family ❑ Multi-Family(# units) Age of Existing Structure s t1 Historic House: ❑Yes X No On Old King's Highway: ❑Yes YNo Basement Type: ❑ Full Aif6raAw�l ❑Walkout ❑Other Basement Finished Area(sq.ft.). A ' Basement Unfinished Area(sq.ft) � - Number of Baths: Full: existing, I7 . new Half: existing - A• new 4:5 Number of Bedrooms: existing 0 new Total Room Count (not including baths): existing ff d- new _First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oily AEleectrje ❑Other Central Air: ❑Yes <iL'Ko Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size — Barn: ❑existing ❑ new size_ Attached garageA'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # 3 Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name Telephone Number SD1? , f0 3-' • Address Z License # 30;E e' Home Improvement Contractor# Worker's Compensation # W&Ck- ALL CONSTRUCT IO DEBRIS RESULTINq FROM T S PROJECT WILL BETAKEN TO SIGNATURE / -` DATE l� 7 � ^ 'FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. i �t ADDRESS VILLAGE- OWNER i DATE OF INSPECTION: - FOUNDATION 0 FRAME i -wry(9) t 4 Qf INSULATION ti FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH :FINAL ; GAS: ROUGH FINAL FINAL BUILDING cig)2LAy , ; DATE CLOSED OUT ASSOCIATION PLAN NO. S f• F The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 W shineon Street Boston, MA 02,111 www.m.ass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors[EllectricianslPlumbers A Iicant Information Please Print Legibly Name (B,isinessl�rganzahonllndivianaI): J a L_ Address S � City/State/Zip: 5 �'�;2,)q"02 3/ Phone.#: Are you au employer? Check the appropriate box: Type of project(required): 1.�am a employer with t .- 4. 1 am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the Sub-contractors 2 El am a•sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have nn employees These sub-contractors have g• Demolition employees and have workers' working for inn in any capacity. employers ❑Building arldition . [No workers' comp.i„cirrance comp.tnsurance.t required] 5. 0 we are a corporation and its 10.0 Electrical repairs or additions r 3.Elam a hommwnrs doing all work officers have exercised their 11.0 Plumbing repairs or additions Myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs insnr�nce required]t c. 152, §1(4), and we ha no 13.❑ Other employees: [No vrorkms' comp.insurance regu it ] *Any applicant that ehccla box#1 murt also fill out the section below showing their workma'eornpcusation policy infom-ation_ t Homeovm=who submit this affidavit indicafing tbey arc doing all work and then hire outside contractors must cubrnit a new affidavit indicating such. lcmtractDr s that check this box must athibcd an additional sbect thowing the name of the sub-canttacbm and stale whctha ar not those entities have mnployecs. If the sub-wnhaetmw have employees,they trcust providt thtir wor'xcrs'comp.pobey nmmbar. I am an employer that is proyiding workers'compensatiorx insurance for my employees. Below is the policy and job site information Insurance Company Name: /ISLGI Policy#or Self-ins. Lie.#: G S'Ga 60 ?-Z-'1 ZCCIPO Expiration Date: Job Site Address: El-Lot S La"-e— — City/Stnte/Zip: cue,, ,ate d)t-- _ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as rcquircd under Section 25A of MGL c. 152 can lead to the imposition Of criminal penalties of a fine;tip to $1,500.DD and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250M a day against the violator. Bo advised that a copy of this statement may bo forwarded to the.Office of Invcsti ations of the DIA for inn -aace coves c verification. I do hereby certify under the pains•and pe alkEs of perjury that the info rmadon provided above is truce and correct Si atrue: 1 Date: Phone '-� �® Offzcin!use only. Do not write in this area, to be completed by city or town ofTXW City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Towu Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: 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 empooyer 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 tb-c grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or Iocal 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 ohapter 152, §25C(7) states `Neither the commonwealth nor any of its political subdivisions shall enter iato any contract for,the performance of-public work until acceptable evid-anco of compliance with the m.-uraace Tr quircments of thus 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 sitnation and, if necessary,supply rdb-conlractor(s)name(s), address(cs) and phone numbers) along with their certificate(s)of insmrance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no-employees other than the ncmbcrs or partnct-s, arc not required to carry workers' compensation insurance. If an LLC or LLP does have :mployecs, a policy is required. Bc advised that this affidavit may be submitted to the Department of Industrial 4ccidcnts for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should to returned to the city or town that the application for the permit or license is being requested, not the Department of ,_U(Jm ial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' ,ompcnsation policy,please call the Department at the nurgber listed below. Self insured companies should enter their ;elf-insurance license number on the appropriate line. :ity or Town Officials 'lease be sure that the affidavit is complete and printed legibly. The D epartment has provided a space at the bottom ,f the affidavit for you to fill.out in the event the Office of Investigations has to contact,you regarding the applicant 'le ase be sure to fill in the permit/licensc number which will be used as a reference number. In addition, an applicant hat must submit multiple permit/liccnsc applications in any given year, need only submit oup affidavit indicating euucat olicy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or )wn)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the pplicant as proof that a valid affidavit is on 51e for future permits or licenses. A new affidavit must be filled out each ear.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture e. a dog license or permit to burn leaves etc.) said person is NOT required to completz this affidavit he Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, fca.ec do nothcsibAa to give us a call_ ie Department's address, tcicphone•and fax number. The Gommonw(-,an of Ma. s c_hu5-ei s Dq)L r_nt of ladustrial Accidents Office of Investigat!Gns 600 Washington Street Boston, MA. 02111 TeI. # 617-727-490.0 ext 4-06 ar 1-V7-MASSAFF ;d 11-22-06 Fax# 617-727-7749' - www.mass.gov/dia 11/13/2108 10:34 5087527172 PAGE 02/03 CERTIFICATE OF LIABILITY INSURANCE DATE y 1 1/13/2008 PRoout>:R THIS CERTIFICATE IS ISSUED AS A MATTER OF WORNIATION BIaCkStOne InSUTaT1Ce Financial SeNiC85 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND.EXTEND OR 37 Harvard Street Suite 213 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. . J ; Worcester,MA 01609 . INSURERS AFFORDING COVERAGE NAIL RT INSURED INSURER A.. A.E.LC. Neal A.Pratt Custom Builder INSURER S: 42 Chase Road INSURER C: East Sandwich,MA 02537 INSURER D: INSURER E: s COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A13OVE FOR THE POLICY PERIOD INDICATED-NOTWIT14STANOING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 70 WHICK THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POUCIES.AGGREGATE LIMITS SKOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L nGSIo TYPE OF RLSSYRAMCE POUCT NUMBER LINRS GENERAL UA8RfrY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY _ Ea D s —_- 0 CLAIMS MAIX OCCUR NED EXP(Arq ane pwwn) 3 PERSONAL 8 ADV INJURY S GENERAL AGGREGATE 3 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMwaPAGG S POLICY PROJECT n LOC AUTOM08RE LIAftny I EJR 9c Ij INGLE LIMIT 5 ANY AUTO ALL OWNED AUTOS 800ILY INJURY S SCHEDULED AUTO$ ( ) HIRED AUTOS BODILY INJURY (Par aftdw) $ NON.OWPIEO AUTOS r (P*f 3 6 tl�BM�AMAGE 3 OARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO pTHER THAN EA ACC S AUTO ONLY: AGG S EXCESSIUMBRELLA LIABILITY EACH OCCURIUNCE S OCCUR rl CLAIMS MADE AGGREGATE 3 3 DEDUCTIBLE 3 RETENTION IS S WOR1KEfl8 R:�IPENBATION AND - 7/ 70RY UNITS -ER EMP�OTERB'i,IABIITTY A ANY PROPRIFTORIPARTNEREXEeUnvE WCCSOOSMO12008 9/17/2008 9/17/2009 EL.EACNACcowt s 100.000 OFFICERIMEMBEREXCLUOED7 EL IISE-ela�la�: S 100.009 Wdual a unm 500,000 UAL PROVISIONS b0aw E.L.DISEASE•POLICY LBDT 3 OTHER CERTIFICATE HOLDER CANCELLATION BMOULD ANT OF UM ABOVE DESCRIBED P"tt"BE CAW"IL O BEFORE THE GXPIRATION Town Of Barnstable DATE TREREOf.THE ISSUING mMW4 MALL ENNAVOR TQ SSAIL 15 GAYS WRITTEN 100 Main Street Mur"To THE CEHn"am&OLDER NAISED TO�Wg LEFT,BUT FARA R TO DO 50 SHALL Hyannis.MA 02540 wVW NO amAATM1N OR UABIL"W ANY KIND UPON THE INIKIRM 1T3 AGENTS OR ' REPREBQTTATTifEB. AIRi+ORI> D REPRE®HYTATIVE ACORD (Ia0110� ®ACORD CORPORATION 1"S i ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACIIE RESIDENTIALCONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: Town: 6 VA-V f� Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab � El -Option 1: Fenestration exposed Wall Floor Basement perimeter U-factor floors. R-Value R-Value Wall R-Value R-Value A;~U� NSPF SI�LR R-Value and De tli National Applivice Energy 35 R-38 R-19 R-19 R-10 R-10; Conservat6o Act(NAECA)of q ft. 1987 As amended,minimums or reAtef a5 HpPlicable Note: This form is not required if you choose either of the two versions of REScheck.as.listed below. ❑ Option 2: �• IZEscheck Version 4.1.2 or later variant software analysis must'be completed (780 CMR-6107.3.2 REScheck—Web which can be accessed at http://www,rnerg cy odcs.goy/reschccli_/ `ADpXTTO VS-,6i�-ALTEIZA TIOlVS :TO` xI§'I'ZNG..BY1LL.bI 'GS:'O VER 5:YtA- S OLD* *Buildings under 5 years old must use option #1 or#2 in New Construction section above; . 2omplete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b- a) . SF. .' 100 x — % of glazing (b) Glazing area equals SF b a f lazing is'<:40%o use.the•chart belo.w. '• If,glaziri .is >:40°%o proceed to "SUNRbDM" section 780 CA41Z TABLE 6101.3 PRESCR1PTf;VE.EN.VELOPE COZY.CPONENT_CRITERIA..ADDITIONS TO EXISTING LO VS�-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall R-Value U-factor L.R-37 posed floors R-Value R-value R-Value R-Value and De. th' 39 a R-13 R-19 R-10 R-10, 4 feet 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 yYalls, and includingan access openings).' ' ' \• ❑ SUNROOM—An addition or alteration to an existing buildin�/dwelling unit where-the total glazing area of said addition exceeds 40% of the combined gross wall,aril peiling area o f the addition, Note:. Owner to fill out Consumer Information Farm (found in Appendix 120.P) • 1 A V tg aila AWr(Tnidp to Wnnd(.'nnWructinn in High Wind Area.c- 1.10 mnh Wind 7nne Massachusetts Checklist for Cornnliance r7so CN1R 5301.2.1.1111 Q Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust).... ........ ......... ........ ......... ......... ......... ...........110 mph WindExposure Category...................................................:......................................................... .....................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories _<2 stories V RoofPitch ............................:..............................................(Fig 2) .........................................::ILS 5 12:12 Mean Roof Height........................... ...:....................(Fig 2).. ............ ......Aft :533' Building Width, W........................... ........... (Fig 3).. .... I ft :580' BuildingLength, L........................... Len 9 ............(Fig 3)............................................. 115ft s 80' — t� Building Aspect Ratio(L/W)............ ....... ............:........(Fig 4)........................... °L _<3:1 —17' Nominal Height of Tallest Opening•.............:........:.............(Fig 4)................................................. 6'8^ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).........................:...........:.......................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................ ..... NA...... ... . Concrete Masonry .................. ............................................::...:.........:...... , 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ...........................................{Table 4)............................................... in.. N, Bolt Spacing from end/joint of late ....... in..<_6"—12" , p 9 1 P ..... ...............(Fig 5)... ..... .... Bolt Embedment—concrete ...........(Fig 5):. ................... in.>_7 � Bolt Embedment—masonry...... . ........ ....................(Fig 5)... ......... ...,..:.. ......... .... in.>_ 15!'tNAI PlateWasher........................... .....................(Fig 5)...:.....:.....................................>_3"x 3"x;/4, W 3.1 FLOORS Floor framing member spans checked ...........:.::.:...............(per 780 CMR Chapter 55).......:........:..................: ✓ Maximum Floor Opening Dimension....................................(Fig 6).........................................;........ O ft<_'12' V Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................... ...._..... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7),.. ......... ....:.:.: . ....:... :..:...... Oft <_d. ✓ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8):.......................... .......... O ft <d ✓. Floor Bracing at Endwalls......:..............:......:.......................(Fig 9)...................................................... ......... ✓ . .. Floor Sheathing Type .........................................................(per 780 CMR Chapter 55) ................: . ....... Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55) ......................A in. Floor Sheathing Fastening... ...:............. ............... (Table 2)... d nails at min edge/ 17. in field ✓ 4.1.WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5).........:.......... ft s 10' V " Non-Loadbearing walls.. ....:.... ........ ....................(Fig 10 and Table 5)................. ...... s 20' ✓ Wall Stud Spacing .::..........:.........:.:........................(Fig 10 and Table 5)......:............�( in.<_24"o.c. ✓ Wall Story Offsets ..........................(Figs 7&8)............................................ 0 ft s d ✓ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls' ......: ......... ......... ....... ...........(Table 5) ........ .....2x 4 -�1_ft.in. - Non-Loadbearing walls.. ...... ..............................(Table 5) .:...... . .2x -I ft�( in. r Gable End Wall Bracing, Full Height Endwall Studs.......... ..............................(Fig 10).............. ................................................ ✓ WSP Attic Floor Length................................................(Fig 11)........:.....:...........................::.. N-A ft>_W/3 t/ Gypsum Ceiling Length (if WSP not used)...................(Fig 11). ...........12 ft>_0.9W V and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).. :. ......:.. ......... ......................... N+A, ,or 1 x 3 ceiling furring strips @ 16"spacing min.with.2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ..✓ Splice Length th Double T9p Plate ) O Splice9 ......•• •• (Fig 13 and Table 6 ft ✓ pe Connection (no. of 16d common nails)...............(Table.6)................... .............:......................... — V Gai 4 A WC GuiWe to Wend Construction in High Wind Areas: 170 nanh Wind Zone Massachusetts Checklist for Comvliance (780 CMR 5301.2.1.1)' Loadbearing Wall,Connections Lateral (no. of 16d common nails)........ ..:.....:(Tables 7)........ ........: ........ ........ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8).................... .................................... 2 iY Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ......... .....(Table 9)...................................Ift ( in.<_ 11'Sill Plate Spans :..........:.... ( ) ......................................... Table 9 ......................:.........:.. ft to in.<_ 11' ✓ Full Height Studs (no.of studs)....................................(Table 9)........................ .....................:......... 3 ✓ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans............. ................................. .........(Table 9).......... .....:. .......8 ft O in._< 12' ✓ Sill Plate Spans ......: ........I.......... .(Table 9)...:............. .... ..... .:....... .:...,...wit 0 in:<_ 1.2 �( Full Height Studs (no.of studs)..:.................................(Table 9)........................:...::.......:................:. '3 ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension, i �< Nominal Height of Tallest Opening' .............................................................................f`z.�_6>$„ Sheathing Type............:......:....... ........(note 4)....................... -7 r� y Edge Nail Spacing.......:...........................:......(Table 10 or note 4 if less)....................... (o in. Field Nail Spacing..........................................(Table 10)................................................ . VZ in. ✓ Shear Connection (no.of 16d common nails)(Table 10)................................................:........ 2' ✓ Percent Full-Height Sheathing .......:............(Table 10)........ ........................................... rvd% V 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).... ...... .... 15L& Maximum Building Dimension : Nominal Height of Tallest Opening'.... ..................................:......:......:. ....::..........y' _<68" Sheathing Type........:..........:............:..:..:........(note 4)...................................................... oy� �hv� ✓ Edge Nail Spacing..........................................(Table 11 or note 4 if less):............,.......,.. o in. v Field Nail Spacing P 9...........................................(Table 11)................................................ Z in. . ✓ Shear Connection (no. of.16d common nails)(Table 11).........................:.............................. .z ✓ Percent Full-Height Sheathing.......................(Table 11)................................................. 5%Additional Sheathing for Wall with Opening>6'8' (Design Concepts)................ Wall Cladding Rated for Wind Speed? _5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC.Span Tool,see BBRS Website) Roof Overhang .....................................................(Figure 19)..............V fjt_<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors k Uplift .......:. ......... ......... .........(Table 12):.............::..............................U=�plf . .. ✓, Lateral (Table.12) .L= 1-76 plf ✓ Shear. . .. Table 12 .S= '1'I If: Ridge Strap Connections,,if collar ties not used per page 21... (Table 13)....... ...:..................T= il�o plf Gable Rake Outlooker...........................................(Figure 20):.... ........ d fit s smaller of 2'or U2�} tl Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.:.:..::.:........................................(Table 14)..............................................U= alb. ✓ . Lateral (no. of 16d common nails)...(Table 14)........................................L=J[lb. ✓ Roof Sheathing Type......:........ ..::....................(per 780 CMR Chapters 58 and 59) ............ ✓ Roof Sheathing Thickness ............ ......................... in. z 7/16"WSP ✓ Roof Sheathing,Fastening........ :.::.............:... .......(Table,2)............. .:. :.. ..........$�,..:6X4 ✓ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. . Steel Strapsper Figure 5 b. 20 Gage Straps per Figure 11.E c. Uplift Straps per Figure 14 ° d. All Straps per Figure 17 Corner Stud Hold°Downs per Figure 18a and Figure 18b 2. Exception:'Opening heights of.up to 8 ft. shall be permitted when 5%is added to the percent full-heigfit sheathing requirements shown in Tables 10 and 11. 3. , The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. �oFTHE ra��. Town of Barnstable Regulatory Services nAANST6 "M Thomas F. Geiler,Director. -L7 3p.i6 39- IN - 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 Owner Must Complete and Sign This•Section If Using A Builder r/ , as Owner of the subject property hereby authorize "49 to act on ray behalf, in all matters relative to work authorized by this building permit application for: t / S h� .(Address of Job) C-t f✓., 71,-' Signa ,of Owner to Print Name If Property�Own&is applying for permit p ease complete the Homeowners License Exemption Form on th'e reverse side. Town of Barnstable h�of-[HE r2T Regulatory Services S Thomas F. Geiler,Director �,A.RNSTABL�. Building Division PIE°►»�lA Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 v"m.town.b arnsta bl e.ma.us fee: 508-862 4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 3 u LOCATION:__ number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEkTNrTION OF$OMEO'4i'IrER Persons)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. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with-said procedures and requirements. :;nnh.t nf'Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the hate Building Code Section 127.0 Construction Control. ROMEOVINER'S EXEMPTION The Code states that "Any homeowner perfomring work for which a building permit is rcquirsd shall be exempt from the provisions ,f this section(Section l om.1-Licensing of construction Supervisors);provided that if thc homeowner engages a persons)for hire to do such Bork,that such Homeowner shall act as supervisor:" Many homeowners who use this exemption arc unaware that they arc assuming the responsibilities of a supervisor(see Appendix Q, .ulcs&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly •hcn the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed uperyisor. 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, at 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 vcral towns. You may care t amend and adopt such a fomm/ccrtification for use in your community. t r .> Bo ffifi mg g�nsan an ar s al Construction,Supervisor License " y b License: CS 30908 tT, -�. Expirationsi 4/2009 Tr# 9946 7'r r Restnction 00 } s v — i 5 NE ALA PRATT t = t ,. 42 CHASE RD E,SANDWICH, MA 02537 Commissioner aaaczc�ucaa gul License or,registration valid for individul use only Board of Building Rcgulations and.Standards HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registrot o . 103690 One Ashburton Place Rm 1301 Ezpiration 7I9/2010 Tr# 271085 Boston,Ma.02108 r � - e D ;A xTyp B � NEAL A. PRATT `CIJS i OMBUI L R Neal Pratt 1 42 Chase Rd N4ot valid without signature Administrator E Sandwich, MA 02537 " • s t r. Fnd � r 1 15 00' _ I\ �7Q9='34 Kestutls Bl%udnik I LOT 22 a S °d n CBjDHa 4:o,' Fence Fnd S 7950, :REFERENCES: -- _ _ _� 38„ E a n rs M I 35 s o� •Assesso ap 16'189 caFnd CCe3 548 2' Lot, 27 5 D 01 1. 19,340±SF ZONE.Rc• ocorn 1 ' i Setbacks: °�—o�(, Front: *20' / 11 Side: .1.0' ° 3 Rear: 10' 1 / o o �k \. ! �. Stone W0 ,1 1 � • 17.3' Ji O Wood Jffrt Deck \r I 1 Pia asF 3 �,'11 1.4' A, �y 4- u t WIF o LOT ?s ` 'S Dwellingy � ` r �I , F �o�ti / `\\\ it ❑ 49 5 C) Railroad Spike Found o j Q/ n ' PK Nail Found \ e°k F / Ci E) CB/DH Guy \ I/ \\ Utility•Pole Cb Y �u n , Light Post 12.3',. \. OHW Overhead Wires a F sP (b I, n ❑ Stockade Fence ` Z o Post & Rail Fence LOT 27 oHW N/F +I Charles W..111 & Janet j Haggerty 1 D I e v O !I a I 1 0 y_ j : ` '1✓ coo Pave Drive Fr7Q,�0' 0" E PK RRSPK N , z n F Fn Fnd _ cB/Dd H\ '2D'D 40 Q' ry Fn s' I LOT 30 q- o O r rn S8259'17'E m 110 6' f LOT 2s _ PLOT PLAN " At 16 Ella's Lane In BARNSTABLE �. NOTES. - :- _ t _- ,(C _e).� r. - entervill _ , s ' , . MASS. , r 1.) ,The structures 'shown were locoted on the ground by, conventional' survey methods on April 8, 2008. DATE.23/APRI08 SCALE: 1"=30' "0 15 30 45 60 FEET 2 The property,line information shown hereon ; was . -.-p 4. - PREPARED FOR: com fled from ,available• record 'informatioh. Charles A. Wry ,3.) This."plan is not fo'r;:recording and is not to be 16 Ella's Lane used for., construction layout.;or deed description Centerville MA 02632 L purposes. - • PREPARED BY: CapeSury 7 Parker Road Osterville. MA 02655 DWG #: C716gl FIELD BY: ML LID WB (508) 420-3994 / 420-3995fox BATH DEN - -—— C105. _ HALL IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE - SEYONff 1200 SQ.FFT.PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE - INSTAILIAT uN OF SMOKE DETECTORS-THE ELECTRICAL""... PERMItT DOES.NCt SATISFY"THIS REQUIREMENT. - -——C105. MASTER B/R BEDROOM 22"x48"top w/sink and cab. under by owner (contractor to Install) appr. 62° . � 5` G�tsecQ exist. deck I v E to remain - - A. E A. exist. deck to A-5 STUDIO ADDITION I A_5 be removed (pine flr.) p , ' exist;fence $ N to remain S.Go 2 5'wind. Sill ht. eq. ect. Z , ► 30636 " BOSTOKi MASS. J�'A 1 5-0"fram. dim. ' I. �`cgU}I OF MPSSP�A rJ I. /� p TARRY GORDON-ARCHITECTURAL DE51GN Wry Residence REV.: DATE` 7/10/08 Centerville, MA 02632 508-790-1246 96 Ella's Lane, Centerville, MA PROPOS. FLOOR PLAN dote: SCALE: �' 1 4"=1'-0" _ f addition roof 1 x8 frieze bd: fascia bd.s(gutter not shown) Ix5'corner [ - 2"T/W clapbds. applied wd. . sdl,typ —— 6c L11 ist9 in Ho use 12_O"ADDITION ' ► •• S.GC) L J 30630 I - BOSTON. - MASS. DATE: 71/10/08 a ry Residence REV.: A LARRY GORDON ARCHITECTURAL DESIGN ' Lane, Centerville-, MAPROPOS. SOUTH ELEVATIO ev. dale: SCALE 4„=�,_0„ 16 EllaS Centerville, MA 02G32 508-790-1 24G o. align addition roof with exist. house roof a Industr. match exist. rake bd.s Harvey .. , Y , 2-AWN 3 I(fixed) i i i I x4 ca5m9,tyP• . i Harvey I ndustr. 2- W er•able i A N 4 1 0 P i 511 T/W cedar shingles, typ. I x5 corner bd.typ. ———————---— — 6x6 P.T. post,— - ———— 1 2"dia. cone. pier, typ. exist. deck I I 1 5-0".IAD61TIONLAA E I I I I I I � �PEDAgO;�� L J L J rN .30638 H LARRY GORDON k aMASS. .ALTERNATE WEST ELEVATION � �o/so/os MASS. ARCHITECTURAL DESIGN. WRY RESIDENCE ;/4„_,,_o„ �►:;NOFMPSSP�. LARRY GORDON ARCHITECTURAL DESIGN Wry Residence REV.: °ATE' 7/10/08 �o Centerville, MA 02G32 •° 508-790-1 24G 16 Elia's Lane, Centerdille,CIA PROPOS. WEST ELEVATIO. date. SOALE1 4 I,_o o. exist. house roof t .s r fascia bd (gutte addition roof, no shown) (continuous.w/ \ I x8 frieze bd. main roof) . x5 corner bd.. ® � I x4 casing,typ. 1�� 3 7.r]- 5"T/W cedar shingles i �r R[, ri I I, 12'-O". AA . exist. house ADDITION ��PED A& C��Qy S.Go9Or��:. exist. deck(railings y, Zna v not shown) l_J _ .30638 s _ - MASS. OF p1PSSP LARRY GORDON'ARCHITECTURAL DE51GN ry Residence REJ.: . DATE` 7/10/08 ®� Centerville, MA 02G32 508-790-1 24G 16 Ella'saane, Centerville, MA PROPOS. NORTH ELEVATION—. date: SCALE: 'I 4"dia. 5olatube. cont. ridge vent 2x 12 ridge bm. 112"CDX, 30 yr..asphalt shmgles 12 2x 10@ I G"rafters,typ 7 i' 2x6 @]6"collar ties, R-30 FG msul.,typ. —— —— —— R-30 FG msul.,typ. 3'band ice water shield \- R-7 foambd. msui,typ. 2-2x4 top plate 2-2x8 header,typ. ventilated drip edge;typ. x8 4 I x5 fasaa'bd.s: x8 soffit . I/2".GW15 .typ.. V I x8 freeze bd. s N - Harvey Industr.Vicon 88"stud ht. typ. ` 2442 vmyl.D.H.window. m 10 applied wd.5111,typ 4"finish fir. 2x4 @ I G"wall;R-13 FG msul., z'0513 4"CDX plywd. sheath. (install vertically from rim joist to P.T. 2x 10 I "fir..foists,typ. top plate),zxG cedar clapbds.on Tyvek ji .... C. 2-P.T..2x 10 rim joists -0 ARC P R-30 FG i nsul.,typ• I • j6 .Bosse i �s 1 5,A I I Tyvek.E Z"CDX I I . sosTON, o MASS. r�-h ri—ice r-'-� �rEg4}ioFt�ps�a� I I I I I I '► ..Y.'iI�IG..v� I I I I I I DATE: LARRY GORDON ARCHITECTURAL DE51GN ry ReSldenCe REV:: 7/10/08 ® Centerville, MA 02G32 , 508-790-1 24G 16 Elle's Lane, Centerville, Mil CROSS SECTION A-A date. scA�El 2„_) _a,,. �° DOOR SCHEDULE DOOR# DOOR 512E DOOR TYPE GENERAL NOTES AND SPECS I x 32 x 78 1 3/4 R.H. I Therma-Tru Smoothstar 15-late fiberglass I ). ELECTRICAL: Provide all wiring,switches,outlets, light fixtures,and smoke detectors for a complete Job. Carry an allowance of$250 for light fixtures. WINDOW SCHEDULE '2). PLUMBING: Install owner's sink,and connect supply piping 4 dram. WIND.# WINDOW UNIT R.O. REMARKS I 2-2442 double-hung 58 I/4 x.53 1/2" Harvey Industr.Vicon w/ 3 ). HEATING: Provide two 4 ft. electric baseboard heating units in addition. grids betw'n glass _ 2 ETBJ elliptical wind.over 9G 1/4 x 2 1 1/2 Harvey Industr. Vicon 4).WINDOWS: Provide Harvey Industries.Vicon white vinyl new,construction windows(Low E glass)as 2-AWN 4I awnm winds 9G 1/2 x 24 1/2" shown on plans#window schedule(screens on operable units). U value.39 max. 3 40310 icture mind. 50 x 49 1/2" HarveyIndustr. Vicon. 5 ).51DING: At front elevation,provide "T/W exposure.. At side and rear, install extra clear,white cedar shingles at 5"T/W exposure. a ed o #rim m accordance w/drawings,and to match G). EXTERIOR TRIM: Install preprim extenor wo d existing house. ' 7). ROOFING: Install 30 yr.asphalt roofing shingles in color to match existing house. install 3 ft. band of"ice 4 water shield"at eaves; and 18"band at rakes. 5). INTERIOR TRIM: Install preprimed interior wood trim to match existing house. 9). FLOORING: Install "tongue 4 groove pine flooring in addition. Apply 3 coats polyurethane finish. 10). PAINTING: Paint all new and remodelled surfaces.w/one coat primer,and two finish coats. Exterior trim to be white to match existing house. Interior colors as selected by owner. 1 1). PATCHING: All existing areas effected or damaged by the work shall be patched/repaired smooth and flush to meet adjomgmg surfaces. �/� 0e—L R_r97l�P�L . 1 �h tZQ 1; • �ER�D Aq S.Go ,9 .. 30636 ► .. _ MASS. L ►i�OFMASSP� LARRY GORDON ARCHITECTURAL DESIGN Residence REV.: DATE: 7/10/08 ' MA O2G32 505-790-1 24G 16 Ella's Lane,.Centerville, MA SCHED.S & SPECS sate: SCALE: '. Centerville, 1 4"=1'-0" o, line of exist. house P.T. 2x I 0.lagged to' � 2x 12 ridge bm. � exist. house sill edge straps @ ea. rafter i a r. -6 z I 3/4"CDX sub-flr. 2x 10 @ I G"rafters,typ. 3-P.T.2x 10 P.T. 2x 10 @ 16" rim joists fir.joists, typ._ 2-2x4 top plate,typ. exist. deck Q to remain — Q .rafter-to-plate connections @ ea. rafter,typ. 3-P.T.2x 10 rim Joists 1/2"CDX sheathin .,ty s 9 p 1 2"dia. conc. pier,typ.. IN 7--6 Gx6 P.T. post,typ I 1 5'-0" appr.8' L (mechanically fasten to 5'-O" rim,loists and pier) .. AA .�EPED qq � FLOOR FRAMING ROOF FRAMINGG09ti,�'. � P of N. IN .30638 j BOSTON, ' - - - - MASS. OF Mt.., ♦...tea 0 LARRY GORDON ARCHITECTURAL DE51GN Wry Residence DATE: REV.: � 7/1 0/08 Centerville, MA 02G32 505-790-1 24G 16 Elie's Lane, Centerville, MA FRAMING PLANS date: SCALE: 1/4 =1 -n El \ I Q o_o� 1 L ® RECESSED LIGHT El WALL LIGHT I. I o TRACK LIGHT DUPLEX OUTLET ' I I ( TELEPHONE JACK ` 5 WALL SWITCH I STUDIO ADDITION I ———- OS SMOKE DETECTOR - O®I I(JD4'ELEC. BASEBD. HEAT T ♦♦♦A �EREDggC�� .._0636 ►► � BOSTON, � - o MASS. Spy` OF M aD Y D Wry Residence REV.: DATE: 7/1 0/08 LARRY GORDON ,ARCHITECTURAL DESIGN Centerville, MA 02G32 508-790-124G 1G Ella's Lane, Centerville, MA ELECTRICAL PLAN date: SCALE 4°-1'-0° . r 3-P.T. 2x 10 rim Joists,tYp. o o o ° o o 0 0 Simpson Strong-Tie ACG post cap` -(use model ACE @ corner posts). -Gx6 P.T. post,.tYp• Simpson Strong Tie.column base . CB5Q66-5D52 d sj As°A4 5� RED a C a . 1 2" dia. conc. pier .�cS'eP�S 90 a L-___-j foundation, tYp NO.3063 BST MAS LARRY GORDON STRUCTURAL DETAIL DATE: 8/22/08 ARCHITECTURAL DESIGN WRY RESIDENCE SCALE: S-2 f 1HE; Town--of Barnstable 6ARNS'fA6LE. - - Regulatory Services - - T MASS. .. 019. Building Division prED MA'S a, - -200 Main Street,Hyannis,MA 02601 Office: --508-8624038 v Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location l(, CLLI\ S ;Liu f/ Permit Number :,9_66B 069-73 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 'Tey'x'" jo,I:A W heat4 L� W 2—Y loc_ J J V" si A� I�G hZe.L�S Ct cui Vi CA CA ... Sir.C OC A* L Le.r 2.h� Ldas 0 Pl 1'til J Q SA is e-e-IJ e'-r .5. 31Cc k.. Please call: 508-862-4-038 for re-inspection. 12 Inspected by Date Y r �a k_• OptHE Tp� '. -'Toww of-B amstable BARNSTABLE. ' Regulatory Services MASS. i639 � Building Division prED MAC a. 200 Main Street,Hyannis,MA 02601 Office: 508-862214038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection /3f-leA( Location "A s I AA!C Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: - / F-we d c o m) 7 ©r ti �cK (- ono �r4 M-C� � d� C U rc.t+o R8 C- /U E—r—,—*&-2s a r . r Ik J o Please call: 508-862-4o8"for re-inspection. Inspected by Date Z 2 (v D j .� HE Tp Town of Barnstable BARNSTABLE.p• Regulatory Services MASS. 0 1639. N0 Building Division pTFD MAy s 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection FRAM'C Location II, LLLA' 5 LN Permit Number J-668 60-73 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0 `` <1 u;�Wn 2_1 0�_ 1,4%% dolor o� J J. yt 0+��s►�� a eels a �=�o� � s1' A er e►. -� weal VxeJeA o e► s s �,eeW oc-,- �1 k` elel y' -�11 b� �- ` --6 Oc, � evec- � W� o tDVS y�3y Please call: 508-862-4 e8 for re-inspection. ,012 Inspected by Date ]Zl'Z3 l i�