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0081 CAPTAIN BELLAMY LANE
1 Y) �O-OL- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapvZ�)v Parcel 32 Application # 2Ui;a��� 10 Health Division Date Issued �_S 1 Conservation Division Application Fee -� o Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 8n k6� cv4 to Village � N4eey l P:P� ,, - 026a)z Owner -V fMi+QX_ I 1M`i-�-$�t7V Address Telephone � `` "" Permit Request �dCbfMG_ OlLGICU� IYO 40 'tf Q bQCV � 40 e f,> ( Y)�&d_ 40 V, 6�0 UQ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation. IS 000 Construction Type Lot Size Grandfathered: ❑Yes, ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes )I No On Old King's Highway: ❑Yes �Mo Basement Type: )I Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing v`I new 0 Half: existing ® new Number of Bedrooms: existing ® new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Ol�nas ❑ Oil ❑ Electric ❑ Other Central Air: 'P Yes ❑ No Fireplaces: Existing ID New '0 Existing wood/coal stove: ❑Yes)Q No Detached garage: existing ❑ new size—Pool: ❑ existing ❑ new size Barn: O;existing 4,.nevy-,size_ Attached garage:Aexisting ❑ new size _Shed:A existing ❑ new size _ Other: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ "s Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name t"I r0 I Tllue b1 im I y Telephone Number Address • )&QUq La License # e"M+e,e t M Di(03Z Home Improvement Contractor# Email M l i IN 1 Q . WM Worker's Compensation # ALL CONSTRUCTION DEBRIS PESUILTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ' APF�LICATION# DAT�ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME ' L✓ 9 '? /S oDy INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i 6 r7hsl1 s E O /1 1 B cn 03 r 1 ?�9f' EX 1 r CAPT. BELLAMY NEW EX l i LANE FOUNDATION GARAGE / RIGHT OF WAY,l J ?���� / PER DEED / CARPORT I I N I 1 � I I MBLU 23a182 81 CAPT. BELLAMY LANE CENTERWU F, MA FOUNDATION AS-BUILT PLAN KAMEUYA RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN � OF p,gss 81 CCM� MA NE HAVE BEEN LOCATED BY A FIELD SURVEY. ?��� 9pyG DATE JULY 13, 2015 DRAWN: RBS ROBB JOB #: S160 c SYKES SCALE: 1 =40' DWG. FAS8 Q' No. 35418 EASTBOUND *LAND SURVEYING, INC. P.O. BOX 442 ROBB SYKES, RLS DATE FORESTDALE, MA 02644 508-477-4511 DeparrientnflndusirialAcdden&'. e a flxvesfi'gafiax�; _ 600 FYashnzgfan Street Eastor�M 02.11.1 wlvw.nwss govAffa Workers' Compensafion Insurance Affidavit:Btffders/Contractors/IIectriciam/Plmnbers Applicant Informafion Please Print Legibly Name pusfim org�m&dmdm�: 'I)l lM l I�Vc j o V- M I f PyV Addr(--ss: C Y) LCM le City/State/Zip: V AAA Plane#:, 508 Are you an employer?Checkthe appropriate bom T e of ro ect 4. I am pp p l ( : - I.❑ I am a enmployer with a❑ . general�a�tor and I - emplayees(fall andlor part tone).# have hued fQe sub-co�ractors 6 ❑1�FevT constraciinn 2 Q I Mn a sole propricbr or partner- listed on time afiached sheet 7. ❑Remodeling ship andhave nD employees' e O have 8. [J Demolition° worIrmg for me in any Capacity. employees'and have workers' • [No workers'comp.insurance Comp.in sur aace$ 9' �Building additi on ' regoa�J 5. ❑ We are a corporafion and its 10-El Electrical repairs or additions �. I am a homeowner officers have exercised t3�.eir ❑ �rep ���work" l I. Phnnb' airs or additions Myself-[No workers'comp_ riles of exemption per MOrL 1.2.[]Roof repairs in�rrranr_e 1eq��J t c,152,§1(4),and-ye have no employees.[No workers' u 13•❑Other comp.insurance re�J *Anyzpplicant that checks box#1 mart also t1l ont Bic scctioa below showing their Wo5=3;•mmp=afdon policy infiormation. ' t Hnmeownczs wig submit this affidavit indicating they art doing all work and then hue onside conimct=mnsI snbmrt a new affidavit indicating such- IC;c dns that chrrk fhis box nst aitacbcd as addifirtnal shoat showing the nzmc ofthc sub-cantrzcfnrs-dye vvficf a•or not thcsc mtitics have omployc¢If the sib-co I nxxs have c�Ioyccs,they nmst provide them•evoIk=,cam.policy T, , I azu an errcTL7yer that is pravidmg workers'catrzpe=afrmz uzsurance for my ernpioyam Below is the poFuy mxd job sIL& infornzatron. - Inso=m Company Name: Policy#or Self-ins.Lia#: T�KpixatioaDab,-: Job Site Address: - - C�ty/ _ _ Attach a copy of the workers' compensation policy dedaratioia page(showing the poficy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c.152 can Iead to the-imposition of criminal penalties of a fine Upto$l,SDD_DO yeaz imprisonment;as well as civil penalties in the foroa of a STOP WORK-ORDER and a fine of up to$25D.D0 a e violator. Be advised that a copy of this statement may be farwarded to time Office of Investigations of the ce coverage Verification. t I do hereby Diu mzd pw4kies afPedwY&at the inform fion provided abape is frue and correct {. . Date: f78 t9 2�1 0Sl49 53 � v Phone#: � - O - 0675cial use only. Do not write in this area:to be-completer-by city or fawn offccsuL 'City or Town: s' permitlllicease## Issuing A dhority(drde one): I.Board of Health 2.Building Deparfinent 3.City/Town Clerk 4.MectrtiaInspector S.Plumbing Inspector 6,Other Contact Person- Phone Jb - , Information and Instructions if car_T-rncetts General Laws chapter 152 r=pi=allenployers to provide worfas'compensation far f=ea emplloy=-- Pm�aat to Phis siatnta an employee is defined as"_every person m the sa ice of anofher under aay contract of hire, express or impH4 oral or written." An employer is defined as`aa individnal,parf amshig,association,corporation or other legal entity, or aay two or morn of the fixegoing engaged in a joint eutmprise,and including the Iegal removes of a deceased employer,or the receiver or trustee of an individual,partaersbip,association or other legal entity,eploying employees. Howuver the owner of a dwelling house haying not more than fhree apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,mnstuction or repay work on such dwelling house or on the grounds or-budding appm tenant f =&m shall not because of such employment be deemed to be an employer." MGL chapter-152,§25C((7 also states that"coney state or local licensing agency shall witbhoId the issuance or renewal of a license or permit to operate-a business or to construct buildings is the commonwealth for any appReant who has not produced.acceptable evidence of compliance with the incnr-an ce coverage req ed." Additionally,MGL chapter 152, §25C(7)states`Naifher the commoawealth=aay of its political subdivisions shall ear into arty contract for the performance of public work uatil acceptable evidence of compliance with the insurance regain==2s of this chapter have been pr rsenfed to the rents etas authority." Applicants Please fH1 oiat the wormers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s)along with their mrtificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than tide members or partners,are not mgda-ed to carry workers' compensation insurance. If anLLC or LLP does have. employees, a policy is required. Be advised that this affidavit may be sub,-nittDd to the Depautmeu t of Industrial Accidents for conmmadau of in urance coverage. Also be sure to sign and dote the al-davit: The affidavit should be retmned to the city or town that the application for the pence or license is buing requested,not the Department of Indnsta al Accidents. Should you have ai Ly questions regarding the law or if you are required to obtain a workers' compensation policy,please callihe Department at the number listed below. Self-insured companies should enter their . self-insurance license number oathe appropriate line.' City or Town Officials Please be sure that the affidavit is complete and printed Iegibly. The Department has provided a space at the bottnnm of fhe affidavit for you to ffil out io.f1e event the Office of Invm6gations bas to contact you regarding the applicant Please be sure to fill l in the penmi0icense number winch will be used as a referer!ce number. In addition,an applicant that must submif multiple peao-Wlicense applications is any given year,need only submit one affidavit indicating cu=eat policy infounation(if necessary)and under"Tob Site Address"the applicant should write"all locations in (city or town)_"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file fur future pewits or ficenscs. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or peunit no'trelated to any business or commercial veilt=c "CLe. a dog license or permit to bum leaves ems.)said person is NOT required to complete this affidavit The Office of Investigations would}rye to thankyon in advance for your cooperation and should you have aury questions, please do not hesitate to give us a call The Department's address,telephone and fax er: Thy Gommortj�ealth of Massachusetts Dt--partEaent ofIn&Lqfdal Accidmt; Of Tim,of iayr4tkatiam GW WashinOuu Sf=fi Bo�Wa,MA M II 2ej-#617 727-494Q mft 4-06 or 1--�77-MA-SSAFE Fax#617-727 7749. Revised 4-2"7 Wdia, s 76 1. ro 5 2 So { i V1. yJ ir. I 0 3 � 4, I g i /7.� o5 �--A/7� 11 10 T/34 cK s PRUTEcT/ur% E `.. CERTIFIED', .PLOT PLAN; /.OT Yly Li4 ✓z SCALES i�� 4 -DATE f AD mg CLIENT_:,_._., I CERTIFY THAT- THE 7 J��1-1 A EI�ISTERED RE®ISTERED �, _ SHOWN ON TH19 PLAN 19' LOCATED CIVIL LAND �� "a• == OM THE SItOUt�D A9 INDICATED EN®IN.. ER 8URVE1fOR . OR,By, A., '/ CONFORMS TO THE ZONING L AW.8 x: OF BARNSTABLE, MASS,- 712 1 M A I N STREET. CH.Sys SHEET HYANRIS MASS. / .�oR IL DATE RE®. LAID SURJYO! Town-of Barnstable egutator=y Services ` P of rosy Richard V.ScaIi Director v Buii(] ng Division ,z y Tom.Perry,Building Commissioner ' ':$ r� 1 ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstable r a us . .. .;r a� �, Office: 508-862-4038 ry ' ' '`., . { . Fax:°508-790-6230j HOMEOWNER LICENSE ExE1Y=0 DATE: ®� 1193, ��� , PleaseYrint ', - .• ID JOB LOCATION L t.�ilA V "1 eRv 9 , number VMBge "HOMEOWNER: I IM 1-�� _bi V\41 V — :?DC)Li name . " -home honc# y - P - /�'�- work phone# ' CURRENT 1,AMINGADDRESS: � OUe/I e' a oity/town s� zip code ' The current exemption,for"homeowners"was extended to include owner-occapied 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. r - DEFINITION OF HOMEOWNER person(s)who owns a"parcel of land'on which he/she resides or intends to reside,on which there is,or is intended to be,'a one of two family dwelling,attached or detached structbres accessory to such use and/or farm structure`s. 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 The undersigned"homeowner"assumes responsibility,for compliance with the.State Building Code and other applicable codes, bylaws, a ations_ The uaders eowner"certifies that he/she understands the Town of Bamsfable Building Department min;muin inspection pro es e ents and that he/she will comply.vrn said procedures and requirements. 5ignaturc of a a "r Approval of Building Official Note_ Three-family dwellings containing 35,000'cubic feet or larger, be recpured to comply�with the State Building Code: Section 127.0 Construction CoutoL HOMMOWNER'S EXF2rf TION The Code states that: "Any Iioimeowner performing work for which a building'perinitkis required shall be exempt from the provisions of this section(Section 1091.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire io do such work,that such Homeowner shall act as supervisor." Man homeowners who use this exem do •. y p n'are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section Z:1S) This lack of awareness often' results in serious problems, particularly when the homeowner hires unlicensed perso us—$, Tn'this"case;our Board cannot roceed a must the unlicensed erson as it would with a licensed Su Aervisor_ The homeowner acting as Supervisor is _ultimately responsible:: P. g P -To ensure that the homeowner,is fully aware of his/her responsibilities,many communities require,as part of the n permit application,that the homeowner certify that he/she understands the responsibilities°of aSupervisor. On the last page' N'of this issue`"is a form currently used by;several towns- You may caret amend and adopt such a form/certification for use in 4 yOIIr COIlIn1IIIIIty.' � ' Q:\WPFILES\FORNMbwldmgpenmthu=EXPRESS dog evised 061313 ,e R t F,. �'ME Town of Barnstable , Regulatory Services EARNST* XA� Richard V.Scab,Director " Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I as Owner of the subject ro e P P n-Y hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date :FORMS:O Q wNERPERMISSI0NP00LS 114 Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry 12 spans No cantilevers 0/12 slope August 13, 2015 11:15:44 BC CALCO Desrgih Report Build 4137 File Name:_'BC CALC Project , Job Name: Dimitrov addition Description: Structural Ridge Address: 81 Captain Bellamy Lane Specifier:, City, State, Zip: Centerville, MA Designer: BC Customer: Dimitrov Company: Shepleys Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240) Live load deflection criteria.- . Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored In the results. properties and analysis methods. Fastener Manufacturer: Simpson Strong-Tie, Inc. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide b a or ask questions,please call (800)232-0788 before installation. a .. c - BC CALC®,BC FRAMER@)-,AJSTM, ALLJOIST@),BC RIM BOARDTM,BCIS, BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM@),VERSA-RIM PLUS@),VERSA-RIM@), VERSA-STRAND@),VERSA-STUD®are trademarks of Boise Cascade Wood a minimum= 1-1/2%= 5-1/2" ` , Products L.L.C. b minimum =6" d=6" e minimum = 1" Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are: SDW22338 G TDoubBoise cascade le 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry 12 spans. No cantilevers 1 0/12 slope August 13, 2015 11:15:44 BC CALC®Desigri Report - Build 4137 File Name: BC CALC Project Job Name: Dimitrov addition Description: Structural Ridge Address: 81 Captain Bellamy Lane Specifier: City, State, Zip: Centerville, MA Designer: BC Customer: Dimitrov Company:, Shepleys Code reports: ESR-1040 Misc: 12 73 44 i BO 16-09-00 16-03-00 B 1 62 Total Horizontal Product Length=33-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,697/0 3,447/0 B1, 6" 5,323/0 10,069/0 B2, 3-1/2" 1,615'/0 3,323/0 ` Live Dead Snow Wind Roof Live Trib. Load Summary - Tag Description Load Type Ref. Start End, 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 33-00-00 15 , 30 16-06-00 Controls Summary Value %Allowable Duration Case Location , Pos. Moment 16,321 ft-Ibs 48.9% 115% 7. 06-10-11 Neg. Moment -25,058 ft-Ibs 75% 115% . 9 16-09-00 End Shear 4,040 lbs 37.7% 115% 7 01-05-08: Cont. Shear 6,695 Ibs 62.5% 115% 9 15-04-00 Total Load Defl. U483 (0.41") 37.2% n a 7 07-07-09 Live Load Defl. U679 (0.292") 35.4% n/a 10 - 07-07-09: Total Neg. Defl. U999 (-0.019") n/a n/a 7. 18-02-00 Max Defl. 0.41" 41% n/a 7 07-07-09 Span/Depth 14.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material. BO Post 3-1/2"x 3-1/2" 5,144 Ibs n/a 56% . Unspecified B1 Post 6"x 3-1/2" 15,393 Ibs 1.5% 97.7% • Steel B2 Post 3-1/2"0-1/2" 4,938 Ibs, n/a 5317% Unspecified ' Cautions For roof members with slope(1/4)/12 or.less final design must ensure that ponding instability will not occur. For roof.members with slope (1/2)/12,or less final design must account for Rain-on-Snow1 surcharge load. Notes i Page'1 of 2 .. L 3-36 i Fy = 36 ksi r COLUMNS , Standard steel,pipe { t _ Allowable concentric Idads..in kips j Nominal Dia. 12 . 10 8 6 '5 =, '4 f3+jZ-- 3 . c Nominal Dia. Wall Thickness 0.375 0.365 0.322 0.280 0.258 0.237 0:226" "0.2,.16s ,�"�' , e Wall Thickness Wt./ft 49.56 40.48 28.55 ' 18.97 14.62' 10.79' 9.1 t 7.58,= - Wt./ft FY r 36 ksf .. FY 0 315 251 181 121 93 68 58 48 0 6 303' 246 171.` A10 83= 59 48 38,'' { 6 7 .: -301 243 168 '.,108 81 57 46 ;. 36 7 8 299 241 166 106 78 54 4ij 34 8 9 .; 296 238 :163 , 103 76 52:: 1b1� 31 9 10 293` 235 161 101 73 49 38 28 10 ;. 11 291 232 158' 98 71" 46 ,' 35 `; 25 11 12 288 229 ; 155 95 68 43 32' -22 12 13 285 226 152 F 92 65 40 29 °19 y ' �' 13 14 282 . 223 149 89 61. 25 16 _ ° 14 15 278 220' ' 145 86 5$ 33 22" t4' � 15 o. 16 275 216 '.142• - 82 " 55 29 .19 12 c 16 17 272 213 138 79 51 26 17 11 r 18 18 268 209 135 75 47 23 15 10 iD 19 y 19 265 205 131 ,: 71 43': 21 14! 9 = w 20- L 20 -261 201; 127 67 39: 19 •12 t 21 • a P. 3 22 254 193 119 `.59 32 4 15 10 3 22 Y 24, , 246 . 185 111 51 27 .13 ' Y 24 25 242 180 :106 47 25 12 w 26 26 238 176 102' '43 23 28 28 229 167 93, 37 20 0, 30 C 30 220 '.158 83 32 17 m 32 >_ 31 216 ; ,152 . . 78` 30 . 16 Z 34 ".32 211 148 '' 73 29 ' 6 36 w 34 201 137 65- 25 6 Lu 38 36 :. 192 127 .` 56', 23 :, 40 s 37 ..186 .120 55 '21 38` '181 115' • 52 40 171 104 47 } Properties Area A(in.2) 14.6 . 11.9 .18.40 5.58 ; 4.30 3.17 2.68 , 2.23 Area A(in.2) 279 161 72.6 28.1' 15.2 7.23 4.79 3.02 ; 1(in:°) r(in.) " 4.38 3.67 2.94 2.25 1.88 $ 1.51 1.34 1.16 r(in.) 1 Bending a Bl Bending B factor 0.333 0.398 0.500 0.657 • 0.789 0.987- 1.12 1129 I factor k a/106 411 23.9 10.6 4.21 2.26 1.08 0.717 ' 0.447 �.f f � all 06. ` 3 Note:Heavy`line indicates Kilt of 200. % Note:Heavy ling Ammuu N INiffru re of S .COMMUC•ION 1' f Y , ' A FVC Guide to Wbad Const-ucdorr La H IE end Areas.110 fuph bird Zone Massachusetts Checklist far Cor'*iance(rso afR 530i 71.1), - clz=L- . . - Camplianca 1_1 SCOPE. Wind Spud•(3 sem gust)_ _._ _._ _._-_-.._.._.-__-. - _.110 mph Wind Exposure Category__ ..- _ .._.. ._. ..._... ._____ ....._..... _B Wind Expasare Category..:.............Engineering Required For F�'re Praject.....................................0 12 APPLICABILIZY j •Number of Sl;aries(a roof vfiich exceeds a In 12 slope shall be considered a story)T stories 5 2 stories . Roof Pffch —.. _....__. ____..._ _...-_(r-ig 2) - --_-- t:Z- <_12:12 r% Mean RDDf Height (Fig 2):.._. r- Building Width,W 3)�-_.�- Burldin,g Length,,L _________.�-_.-.._--- _.__(Fig 3) .._.._..._.__ _.._. $ 5 80' ✓ Balding Aspect Ratio(L N ------.-.._._- Fig 4)_..___..__ _.. ..___ __ <3:1 �- Nominal Height of Tallest Opening ___---_._.__ _(Fig,4)_:-._ _.__... _._ :__-ZIA :5 6'B' v' 1.3 FRAMJNG CONNECTIONS General compliance with flaming cx;nnec5ons_._.._.__:_.('rable �- 2.1 FOUNDATION - Foundation Walls meeting requiremenfs of 780 CMR 5404.1 Concrete................ . ..... ................................................................................................. t Goncrez Masonry....... 22 ANCHDRAGE TO FOUNDATION1-3 5!8'Anchor Bolts4mbedded or&S*Proprietary Mechanical Anchors as an altema5ve in concrete only Bolt Spacing cing-•general -- (fable 4)------- _in. - Bolt Spacuig from endroint of plate-_--___. ._(Fig Bolt Embedment-concrete _._ —_(Fig 5)..-- `�in >T Bolt Embedment-masonry. .._...._ , _ _.__(Fig 5)_ ._ -_-- in__> w Plate Washer-._ ._—_.-(Fg 5) 3'x Y x V,' 3.1 FLOORS Floorframing member spans checked __-----._(per 7B0 CMR Chapter 55)_.______-__ Ma)draum Floor O' m Dimension_..____. _ _.__ 1 6 ____.:..__..._ff<_12' 19 (Fg )..._.__�_ __.___ Full Height Wall Studs at Floor Qpenings less than 2'from Exterior Wall(Fg 6)..:.....:................. ......... Mkximrim Floor Joist Setbacks Suppoiiiing Loadbearing Waft or Shearwat(_______.__(Fig 7) ._ __ ..... �( 4 Maiamum Cantilevered Floor Joists Supporting Lbadbearing Waft-Dr Shearyvall_—(Fig -S 8)-._____.__.-._-_ ...,_ft d sFloorBracing at Ehdwaft_-_._._.........--..._-__.._._ ___(Fig 9)-_ _ _._._...... _...___ -_-__. Floor Sheathing Type .___ _..-:_.-..-_---_ ._(pel•7B0 CMR Chapter SS) Floor Sheathing Thidmess (per 780 CMR Chapter 55)..... Floor Sheathing Fasb�tnmg_........_..___.._.__ _.. .-. ._.(Table2)_ d nails.at in edge! infield 4A WALLS ' Wan Height . Laadbearing omits.__--_-_ -.... _(Fig 10 and Table 5) Non4-oadbearing walls_. !rG X ._:-._ -(Fig 10 and Table 5)_______.r___ft's 20` Watt Stud Spacing _-_.__-_---(Fig 10 and Table 5)_____---_-• /6 in_<24'o.c r/ Wall Story Offsets AA!'ZI_:_:. ....___ _(Figs 7�8)- ___. _-_-- ft c d 42 0CrERIDk WALLS' / r Wood Studs I Luadbearing•YW4 _ .�__�._. -_..._._. _(i"afjfe5)------- -----_-._-.2x�- ft_�in. 1_-- Non-Laadbearing vrafls._s '�' ---.:__ ___.._._�(Tabte S).�_.____.-.._ __._2z -_ft_in. � Gable End Wal!Bracing P ght EndwallStuds.._-.__:- _ - __:._(Fg 10)_ Ar l"� �.5 5 `j�-r Sic Floor Lengtfi-_ :_. -- (Fg 11) -._. ft�W13 Ceilin Len if WSP not used ___ Fi 2 x 4 Continuous Lateral Braix Q 6 ft:o_c._(Fig 11)........._..x 3 cerTrng furring Wps 9 16'spacing-min.with 2 x 4 biocWhg @ 4 ft spacing in end joist or truss bays Donble Tip Space Length (Fig 13.and Table 6}_.____ -_.__.__.._._. ft t _ Sptu;e Connection(no.of 16d common nails)���...(Tabie r"f•A4rr-n Sti-e PA7t-r-_hKi r-Ar.4-1 ��'i. „C 7�CIti r.,� n� .�.r /���A0c0 ATI C Guide to Wood Cwstruc ion ht Ffigh WrIMd Areas. I10 azpfi,Wind Zone Massacliasefts Checklist for CompHxace(rso cit'IR530121-1)I - LDadbearfng Watt Connections - Lateral(no.of 16d common nags)__--:__ _._.(Tables Non4madbearing Wall Connections Lateral(no.of 16d common (Table 8) Load Bearing Wall openings(record largest opening but check all openings for compliance to Table 9) Header Spans __ --- ____(Table 9)-.3:��_l�.e�-O ft_tn.<_1i' _V_ Sill Plate Spans __------ __- _.__ .(Table 9) FuA Height Studs (no.of's•[uds}. _._.__ -�L_._(i'abte 9)_!3_Q_4.�r?'_'.�_ Non-Load Bearing Wall Openings(record largest opening bait check all openings for compliance to Table 9) Header Spans--_..__.-..__--_._ _(Table 9)_.._._ _ _in < Sin Plate Spans-_-- ft in s it Fun Height Studs(no-of studs)-___ (Table 9) Exfaior Wall Sheathing to Resist Uprdt and Sheac Simulfaneausy4 _ _ M-mimum Bulding Dimension,W Nominal Height of Tallest OpeningZ ......._....._...-.-�..___.._.._.___..__.. �.�'-S -B. 6' L Sheathing Type_. 2M<C?iW1zr?�?(note�4)_�x g_-.!f��:�5_.�_ Edge Nail Spacing (Table 10 or note 4 if less)_ .- _---_- in Feld Nail Sparing.--- " _.__ able 10 ���oZ in. Shear Connection(no-of 16d common nails)(Table 10)_- -.-- ---- Percent Full_HeightSheathing.....-_-_-----_._(Table 5%Additional Sheathing for Wall with Opening;--Va(Design Concepts)._.._._.._.__. A- Maxdmuin Building Dimension,L Nominal Height af Tallest Opening?__ --------------------------------- -------------- Sheathing Type---_._.._.._.- Edge Nag Spacing_________.. _--(Table 11 or note 4 ff less)..__-..--._---- � m• Field Nail Spacing-_-____;(fable 11) Shear Connection(no.of 16d common nails)(fable 11)....... . Percent Fu&Height Sheathing-__r -_(Table 11)_____ 5%Additional Sheathing for Wall wrlh'Opening}6'8'(Design Concepts) ---_-_:_—.: l� Wall Cladding Rated for Wind Speed?_ --- -_- 5.1 ROOFS Roof framing member spans chedced?_ _—.(For Rafters use AWC Span Toni,see BBRS Website-) l/ - RoDf Overhang _.___.._-:..._-_----____.1`.: f`_-_-_.(Figure 19) _-..�..-+�/. ft s srnaUer of 2'or M Truss or Rafter Connections at Loadbearing Wags - Proprietary Connectors __ . �__ .(Table 12)____.�._.___- .- �P if Lateral __----._(Table 12} pff (Table 12) plf Ridge Strap Connections,if collar ties not used per page.21-.- (Table 13)��.___�_.____T= ✓ p!f Gable Rake Oudooker----•_---_-=-�-__.__.-._---_-(Figure 20) ft_<smaller of 2'or L12 Truss or Rafter Connections at Nc;n4Dadbekfing Walls Proprietary Connectors � 4 Uprdt_-_-.-••---w.._._.._.-.�._.(Table 14)_. .- - -- U= lb- _ Lateral(no.of 16d common nails)_..(Table 14)-------------------------------------J_= . lb. Roof Sheaihfng Type42�L A�- _)'�:`p'p .----(per 780 CMR Chapters 5B and 59)... Roof Sheathing Thickness__: SJ� „�__ - - =--- —in.>_7/16'WSP Roof Sheathing Fastening__---.__/ Cv! - (Table 2) NDfES: • •1. This dieddist shall be met in its entirety,excluding the specific exception noted in 2,to comply wrlh the requirements of 73D CMR53ol21.1 item 1. If the checklist is met in Its entirety then the fnflowing mew straps and hold downs an--not required per the WFCM 110 mph Guide: a. Stern Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uprdt Straps per Figure 14 d_ Art Straps per Figure 17 e.. Comer Stud Hold Downs per Figure 1Ba and Figure 18b _ 2 'Exmptiorr Opening heights ofup to 8 ft.shall be peimftied when 5%is added to the percent full-height sheathing 'retluirernents shim in Tables 10 and 11. 3- The bDitom siV plate-in exterior waits shag be a minimum 2 in.nominal tizidmess pressure treated#2-g*e. ' AII • ATVC Grtide to Wood Corrrlruciiorr rrr.,V�h HrTizdAreas_ 110 rriplr H1,udZone Massachusetts Checklist for Compliance(7so emus .oi-i r:i)r 4_ a. From Tables 10 and 11 and location of waQ sheathing and Building Aspect Ratio,determine Perot FuQ-Height Sheathing and Nail Spacing requirements - b. Wood Structural Panels shall be minimum thickness of 7116'and be installed as follows: l Panels shall be installed Wb strength axis parallel to studs, I All horimntal joints shall occur over and be nailed to framing. rn_ On single stony construction,panels shall be attached to botinm plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to tine top mernber of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail sparing at double top plates,band joists,and girdefs sha11-be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horizontal NarTing for Panel Attachment 6_ dazing protection:a)-new house or horizontal addition—required if project•is 1 mile or closer to shore(generally,south of Rte.28 or north of Rta 6) b)vertical addition—not requlred unless there is extensive renovation to the first floor c)reptacementwiridows—needs energy conservation compWC:e only(chap 93). 6_Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWb)wabsiLe- .SFFJvaMusEsdUfAS u n , N ti K H t• N i - ,1 oit • 1- Il llm• _ _ a if �` � u ,r Q „ ,1 t1 r i t tsL I l i t r t Rl l 1 CL EDGEE 1 4 It a[ u LtIt ss SO I! ! 1_ t 1 � • - I t 11 ![ r L 1 [ [ PAM- i! It �-i PAW—aX . � GOUBLEW' X_S GES?ACMDEML Ses Detail on Next Page _ Vertical and HorizDnlal NaTng Dated- _ for Panel Attachment t Vetml gird HoAmntal Naifrg for Panel Alt ahmsrft TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION cf rl Map le-30 . Parcel 13-Z Application # Health Division Date Issued h Zg Conservation Division Application Fee Planning Dept. Permit Fee 5f• 06 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 6 01 WAI Village ®A63 Z Owner O GiW / ��Ji l L�'/ Address y &Nw we Telephone Permit Request � lggeve 01 e x iS i)9c- ,� a, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 10 000 Construction Type Lot Size 0,5.3 6ZCr-S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;$ Two Family ❑ Multi-Family (# units) Age of Existing Structure 30 E/ Historic House: Li Yes JS No On Old King's Highway: ❑Yes 34 No Basement Type: )I Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) 3O0 Basement Unfinished Area (sq.ft) �Oy Number of Baths: Full: existing_o2i new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing `` new First Floor Room Count Heat Type and Fuel: 3@ Gas ❑ Oil ❑ Electric ❑ Other -, w , Central Air: A Yes ❑ No Fireplaces: Existing New Existing wood coal stove':-U Yed ❑ No Detached garage: ❑ existing ❑ new size—Pool: 0 existing ❑ new size _ Barn: ❑`'existing ❑-new -size_ Attached garage:,A existing ❑ new size _Shed: !$existing ❑ new size — Other: G w•y Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ G Commercial ❑Yes XNo If yes, site plan review # C Current Use Proposed Use -- -- - —- - ---------APPLICANT INFORMATION - - ' (BUILDER OR HOMEOWNER) Name Telephone Number -504?— Z196 _ 30y Address C . Q II r /� License# 1 Home Improvement Contractor# Email ftW•eAA4 1 t1 c'ld h00,6VM Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1���?` 1)74 R SIGNATURE DATE D111aV1oW1.S FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: // FOUNDATION Co-k -.ih r i FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , ', . ' De�a�me�of�a�r4rialgcr • A'¢rhArtgton areet t ' $Qstnr�ll�Q O�rrr - ' www.m=gavfdia Workers' Compensation Insm-ance A BdaviE IkMeWe()nu-acfnrsimerf icians/Ph3itbers A.Di icantInformation Please Print LegffijE' Name pmfilmdorgami�� Address: oV ' Zee Meham Are you an employer?Check fhe appropriate bow ' F f protect(requffed); I.❑ I am a eniplopr r war 4. []I am a gmaml cmtr�and I CMpbyees(f 3H and/or psrt tom)-* have hi i$e sob-cmo�acf� ew cmdmdim 2.[I I am a sole proprie#or or parh�. listed on the afiacbed sbect mnodrluig shy and have no employers Tie S have cm oIition wozi�g forme m�F capacity. �FJn3'=and have wDrTc¢s' ,7,,.,,� �D w[�mrs'CDIII�I,inclTranr•e �,incmanrr II�u++i6 g �DTl 5. We me a ca¢pordion and its ccfricalrepass or adcHfi= 3. I am ahDmcawner�do ng anwmk officros have cseraiscd their nmbingrzpaim-or additions mysmlf [No WOA=e comp. ri&ofmaxopSmprrMGL insnzmlce regahzxLj t c.IA§I(4),and we have no �.Q Roof repairs cmploycm[No WzCCk s' 13.Q Ober C=P-+nanrrnrr regi md.1 *Anyappovrttbatchc3mbox#I=mtalsotMovtthece i=bdW show fig &ea•wacb=,mmpmsfinnPa Yi . t]3vmevwacswhosnlnnittfiisaffidavitindieatmgthe}'gsdoing■Uwc+dremd&=basvvt9dc amastsabmrtancwafadavitindicdingmcb- �Coahacros that checkthis box mast attached�nddi$onaI sbedsbowiagihe aaiae of the sab-cis and sty whetha urnattheso-dities haQe emptayus.ifthe sub s havr employers.thq mast pvvide th4r wmi=ce cmmix PAY=obcr.. I am arc e2npkyer that is provkEng}porkers'corrperraiinn in==ce for my ezv&ye= Below it tae po&cy and job site' . znjormusfion, - ,. Immnm m Company Name: Policy#or Self-ins.Lic.#:' Fxpirafio¢iDatn: Job Site Address: : Atfm A a copy of the workers'compensation policy declaration page(s110 tviag t7ie policy umber and expiration date). Fml veto smcpaz coverage asrmpkednudrrSecfim25A ofMGL r.M p aalmdto the impositicmof cjfinjnalpenaltim of a fee mp to$I,50-0.00 and/or aim-year imprisomm mt as well as ciril pmmltim in the foan of a STOP WORK ORDER and a fee of mp to$250.00 a dthe violator. $cadviscd f a copy of$its staiZmeat maybe fiuwa>dc3 to the Officc of Investigalims off mmmmce rov=ge vrdficatiam I do hereby pains and pmdd,a o.fperiury thaf the mform a d un pravided above it sc-- and correct S- Phnnc# SD. _ .87d l use only. Do not write in ffds arr�to be cozlrted by rsly ar tmyn a�iriaL FC"Ayor Town: pig dut�ority(circle one): feparbm=t 3.CivTaWn Clexk 4.Lle ical7aspecfor SPhrmbinglnsper�rhcr Coufactpamon: - Phone Information and Instructions f Mxmdrasetfs Geberal Laws chapter 152 regmires all employers to provide woricc s'compensation for their employees. Pars'.... to this stet ta,an m ployre is defi3.cd as"_.every Person m&a service of another mider say cacftart ofhirey t or implied,oral or wrif =" An.empkye'is defined as'son individual,parineash�,association,corpmalion or other legal entity,or any two or mme of the foregoing engaged in a join enftgaise;aadincbidmgthe legal mpmsmbtivw of a deceased employer,or the receiver or trustee of an individnal,,partriensbip,association or of=legal entity,employing employees. However the owner of a dwcHi ag house havingnot mere than tree apaiimedts and who resides therein,or the o=4rn t of the - dwelling house of another who eaploys persons to do mainimancr.,caashnction or repair work on such dwelling house or an tiie grounds or building appori $ereto shag not because of such employment be deemed to be an employes." MGL chapter 152,§25C(Q also States that"everystxle or local licensing agenc yshall withhold$ie issuance or renewal of a license or permit to operate a bussmess or to construct btuffdmgs in the commonwealth for any applicantwho has not produced acceptable evidence of edmpliance with the niscuance.coverage required-" AddhionaIly,MGL chapter M.925CM states'Neither the caammcmwealth nor any ofids political subdivisions shall ___... enter info any contract for thepmfmmance ofpubhr.wonkuntd acceptable evidence of campliancewiih the insurance., J.0qui-emeots of this c"have been presented in the contracting anfhoaty." Applies Please fl1 ont the wcai= 'compensation affidavit completely,by chscIcing the boxes that apply to your situation and,if necessary,supply sub-coutradnr(s)name(s), addresses)and phone mmaber(s)along wilh their=fficatr(s)of insnisnce. Limited LiabiIfiy Companies(LI.C)or Liauied Liability Partnecsbips(LIP)with no employees other thmt the niembecs or partners,are not rg3fi-nd to carry wcdceds'compensation insurance. If an LLC or LLP does have employees,a.policy is required. Be advised thatthis a.ffidaykmay be submitted to the Department of Industrial Accideat for confamation ofmon-arce coverages Also be sure to sign and date the affidayit The affidavit should be retuned to the,city or town that the application for the permit or license is being requested,not the Department of Industrial A-cdffeofs. Shauldyou have any questions regardmg the law or ifyou arm rcg6md to obtain a workers' compensation policy,please call the Department at fiie number listed below. Self-insured companies should eater their self-iinsmance license member on the appropriate fine. City or Town Officials f Please be sore that the affidavit is complete and printed legibly. The Department has provided a spare at the bottom of ilre affidavit for you to El out ia.the event the Office of Investigations has to contact you iegmTag the applicant Please be sure in fill i m the peonit/liccmc number which will be used as a reference rmmber. In addition,an applicant that must submit multiplc permit/license applications is any given year',need only submit one affidavit iadlirafmg cent policy information�if necessary)and raider"lob Site Address"the applicant should write"all locations in ' (city or town)-'I A copy of the•affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for fittmre permits or licenses. A new affidavit miist be filled out each year.Where a home owner or citizen is obtaining a Uzcose or permit not related to any business or commercial vmt n-c (ie. a dog license or pen$to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Elm to fmok you in advance for your cooperafian and should you have any questions, please do not hesitate to give us a caIL The Departmcnfs address,telephone and faxnumber: T i e COMM WMItir of MassacbUsem - , . Departrnent c�fflnlAcxld®.ts mice Of juvestgatio= Baste MA 02111 Ta A 617 727-4900 Cxt 4€6 or 1477-MAM&FE Revised 4-24-07 Fax 9 617_727-7749 ma• a v1di8 4WC Guide to Wood Constructiou itt High >�nd Areas: 110 niph 11 rnd Zone V Massachusetts Checklist for Compliance(780 c�rrts3ol:�l.r)t Loadhearing Wall Connections ' Lateral(no.of 16d common nails).............................(Tables;)........._..._:......................�.....__... Non-Lmadbearing Wall Connections Lateral(no.of 16d common nails).._------.....__......._r.(Table 8j.—.--..__...-.•-......._..-.-..._..--..-.-._.< Load Bearing Wag Openings(n� eck ord largest opening but ch all openings for compriance to Table 9) Header Spans ._..._..._.._....__._._-.._•_.............(Table 9).._......_.__......... . _ft_in. 11' SMPlate Spans ._...................._...._................_.... (Table 9)_............_....._..........,_ft_in.511' FullHeight Studs (no.of studs).........__-_-__._..............(Table 9)..........._........__..........:.._...--------_- Non-Load Bearing Wall Openings(record largest opening but check al openings for compliance to Table 9) HeaderSpans.............................._.........*........_--•--•--(Table 9).................................._it in.512' Sill Plate Spans.. ._..............._........_ ........_ .(fable 9). ...._.._.._._....._..... -ft_in.512' .... ..... ....... . ... Full Height Studs(no.of studs)......................._........(Table 9) ....... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W x Nominal Height of Talesf Opening .....:............:_...._...... Sheathing Type................ 4):e,.:...........__........_......_.._.... __..;:.. Edge Nail ._,._. .(fable 10 or note 4 if less).-_._--.....—in. Feld Nail Spacing................... ._.......(Table 10).........—-----_.. in. Shear Connection(no.of 16d common nails)(Table 10).... - .-.__---- ----------_........ Percent Full-Height Sheathing..._._:_........— Table 10)......_......:..___.:.---_--------------------- % 5%Addih'onal Sheathing for Wall with Opening>6'8'(Design Concepts)----_...�.._.-.. Maximum Building Dimension,L ' Nominal Height of Tallest Opening.................................................................. Sheathing Type..._............._........................(note 4)...................... _.................... _.:_ Edge Nail_Sparing................ ..(Table i 1or note 4 if less)....... .......... Feld Nag Sparing. .:_..__........_._._....t.(rable l l) .._. , .. ... in. 'Shear Connection(no.of 16d common nails)(fable 11). ...... .............. ....._... Percent Full-Height Sheathing..._-_.............(fable 11)........................... ' 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)._.....:.......... WaQ.Cladding . Ratedfor Wind Speed7._..._.._.....___.._._.._. ........ ..._._._._.-...__.---........_ .._... .__._ 5.1 ROOFS Roof framing member spans checked?._.......:_..........(For Ratters use AWC Span Tool,see BBRS Website) Roof Overhang .............................................(Figure 19) _........ _it 5 smaller of 2-or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors .....:.r:._... able 12 ...:U plf Uplift...._......_........ ._. (T )... ... Lateral..................._... .(fable 12).........................................L= plf Shear. :.._... . ._(Table 12) ................ ... S= Plf. Ridge Strap Connections,if collar ties not raised per page 21...(Table 13)...._..................: :.T= plf Gable Rake Outlooker............. .......__—__(Figure� 20)............ ft<-smaller of 2'or L12 Truss or Rafter Connections at Non-Loadbea Ting Walls.* Proprietary Connectors Uprdt._......................._._._._........(fable 14).:..........._.........---......_:_..__ U= lb. Lateral(no.of 16d common nails)_.(Table 14).......................................L= lb. . Roof Sheathing Type..........___...__..._._... (per 780 CMR Chapters 56 and 59)............` Roof Sheathing Thickness.._.........._.. ._ ............._ ..............._.........—in.>_7116'WSP Roof Sheathing Fastening. ........._.__._..... ... :(Table 2)_.............._. ..... ...._....._....._ _ Notes: - ...... .... ._... ..._.. .. •1. , This checklist shall be met in its entirety,excluding the spec fic exception noted in 2,to comply with the requirements of 780 CMRS30121.1 item 1.if the checldist is met in Its entirety then the folowing metal straps and hold downs arr<not required per the WFCM 110 mph Guider a. Steel Straps per-Figure 5 b. 20 Gage Scraps per Figure 11 5 c Uplift Straps per Figure 14 d. WI Straps per Figure 17 a.' Corner Stud Hold Downs per Figure 18a and Figure 18b 2. 'Exception:Opening heights of up to 8 f.shag be permitted when 5%is added to the percent full-height sheathing - requirer ents shown in Tables 10 and 11. 3. The bottom sill plate in exterior wags shall be a minimum 2 in.nominal thickness pressure treated 92-grade. A F•YC'Grdde fo mood Construction in High end Areas:110 iiiph TKud Zone• ' Massachusetts Checklist for Compliance(780 ChIR5301:2.1.1)r � Lf Cheak . Compliance 1.1 SCOPE WindSpeed(3-sec gust)........._............................__..._.._.._......-..._.._.....----_.............._...._.__..110 mph WindExposure Cafegory................_._..._...:_....__........_.............................:.......................:...................B Wind Exposure Category................Engineering,Required For Entire Project.......................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 th 12 slope shall be considered a story) stories 5 2 stories Roof Pitch._........._......:............ .........................._..............(Fig 2) ........................................... c 12:12 MeanRoof Height-_.......:...__......_..............._:...... ...._..._(Fi92)_..............---.............................. ft 5.33' Building Width,W.................... -..(Fig 3).... .............: :•-..._ft so, Building Length,L' ......................................................._.._(Fig 3). .......................................... ft 980, Building Aspect Ratio(lJW) .............. ........................... ._(Fig 4)........_.........._.....--.___ .... 5 3:1 Nominal Height of Tallest Opening ............._ ..(Fig 4)............................................ s Slew 1.3 FRAMING CONNECTIONS General compliance with framing oonnections..................(Table 2)......................................................... . 2.1 FOUNDATION " Foundation Wails meeting requirements of 780 CMR 5404.1 Concmta................................................... ........................ Concrete Masonry............ _...._........................................................_...._............•----•---:......_......... 22 ANCHORAGE TO FOUNDATION"' 5/8w Anchor Boltstimbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general... ........... ---'---.-:.(Table 4).............. .........._......-•-•---- in. Boil Spacing from endToint of plate............._.. .._.....(Fig 5). .._........................... in._<6"-12'. Bolt Embedment-concrete---------_....•_.-_..._._--..._.(Fig 5).............................................. in.z 7' Bolt Embedment-masonry...._.......... .................-(Fig 5)__....._.r.....................----_-- in-Z 15' PlateWasher......"_..........._...._...._.__............._........(Fig b)._..._..__._.........._._..___ >3-x 3-x'/' 3.1 FLOORS Floorf aming member spans checked ...__._....................(per 780 CMR Chapter 55).........-_......._......... _._ Maximum Floor Opening Plmension._.".................._.....-..(Fig 6)...._.. ...... ._......._............._ft 512' . . ...... ..... Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:....................... ......... MkIdmiim Floor Joist Setbacks Suppoiting Loadbearing Walls or Shearwall........_......(Fig 7)................................................... ft 5 d Maximum Cantilevered Floor Joists T Supporting Loadbearing Walls or Sheatwall...........-...(Fig 8)_.................................................. ft s d FloorBracing at Endwalis................................................•(Fig 9)............................................................. Floor Sheathing Type ..................................................._(per 780 CMR Chapter 55).........:........_..__......_ Floor Sheathing Thickness_........................_......_...._.:.._.(per 780 CMR Chapter 55).----------.._-._--. in. Floor Sheathing Fastening_............................................:.(Table 2)._d nails of in edge! in field 4.1 WALLS ' Wall Height Loadbearing wails._.._.... ....._.__...._._......_....._ (Fig 10 and Table 5)_......... _ft _s 10, Non-Loadbearing walls.._ ....._........._......_..._.....(Fig 10 and Table 5).......................~ s_ft' 20' Wall Stud Spacing ..........._..._........:............_...............(Fig 10 and Table 5)_....._........_ ln._5 24'o.c. Wall Story Offsets ....................._...............(Figs 7&8)............................_............_ft s d 4.2 EXTERIOR WALLS' . Wood Studs Loadbearing Wails......................................_._.._........(Taller)..........................._.,2c -_ft_in. Non-Loadbearing walls...........................................:(Table 5).......................... .2x - ft in. Gable End Wail Bracing' Full Height Endwall Studs.........._...........-..............(Fig 10)_..........................__.........__................... _. WSP•Atrc Floor Length.____-_..::_........_....._._.___(Fig 11)__..._..._.......-....._.........._ ft aW/3 Gypsum CerTing Length(if WSP not used)_...*.............(Fig 11)__..__.._....._._.............:..._ft z 0.9W _ and 2 x 4 Continuous Lateral Brain 6 fL o.m i 11 L� -(Fig )........................................_.._........_.._. or 1 x 3 ceiling furring strips r@ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate - Splice Length .._.._..._.:._.........._.._........_._......(Fig 13 and Table 6)............................._.._. ft . Splice Connection(no.of 15d common nails)..._.........(Table 6)......_............................._....._...._ ' AWC Gicide to Wood Construction in Hi,;lr end Areas: 110 ntptr l-Ksd Zone Massachusetts Checklist for. Compliance(ego CMR5301.2Ja)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nag Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be Installed with strength axes parallel to studs. III. All horizontal joints shall occur over and be nailed to framing. III. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. Iv. On two story construction,upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Hor¢ontal nag spacing at'double top plates,band joists,and girders shall be a double row of ed staggered at 3 inches on center per.figures below:Vertical and Horrmntal Nailing for Panel Attachment S. Glazing prflteccdon:a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.29 or north of Rte.6) b)vertical addifion—not required unless there is extensive renovation to the first•floor.. c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. Wc!@dT11s IDGEFiESTS oN '„ Fi3AAtM USE2dNFAS wrsb It. - IY IS r 11 .. II - � 1 , y9 Q d 1 tt •H 1• i Z N. + - ii il.o i ))� I F. T �• • / D J1 A T 1 1 1 < 1 •` •1— 1 . < - 11 Itt• ,, 1 - �. 1 It It� , • � 1 1 d 'f I; 1 O A Il � 1 Z. 1 I •. /1 1- 4 '1 W 111 11 o 1. i1 iCL .. 7 1 Cp•J�•.il II . C •I It 1 1 1y lil 1 W it 1{ 1 1 HIEa(= 11 L/ I.f 1 is 9 1 J it as1 t L j;nd D 1 Y - 3-6RIl1 1 H 11 \ 1 1 1 Ti — -- -,u- IrIAL — -- - f }` V 3•�� APATIFEW Pura. �• P,aNLIDGE 0012RENAI-MGESPACM o'ETAL •. See Detail on Next Page Vertical and Hortzflntai Nailing Detail . for Pane]Attachment " Vedloal and Holrcantal Nailing for Panel Attachment �WE Town of Barnstable Regulatory Services ZAMMrAXA xesa& Bichard V.Scab,Director 0 Building Division Tom Perry,Bmlding Commissioner 200 Main Street Hyannis,MA 02601 www.towmbarnstable ma.us , Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property heeby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of job) , 'Pool fences and alaIms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are perfo=d and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date � � I QXORMB:owNHRPERMISSMIe0OLS Town ot-Barnstable Regd_tory Services - `oft T :Richard P.Sca.14 Director Building Divisi0n F F - � • uarn;re» ` Tom Perry,Building Commissioner 200 Main Sired Hyannis,MA 02601 w0 tovmbarnstable.ma_as Office: 508-862-4038 Fax 508-790-6230 HO1VEOw1iER IJCEM EXEMTION - DATA: 4W 2 Z/Zols JOBLOC_ATIOR nnmbcr sit viIlage -IomEow m :Pi;►J' 421�/Y 9u?p 508- 6-✓�30y 5�8-36 7- �©7 name ho�mje pphoonc 4 wok phone CiJRR NTMAILJNGADDRESS: city/hi slate rip code The current exemption for"homeowners"was extended to include owner-oceRied dwellings of six emits or less and to allow homeowners to engage an individual for hire who does notpossess a license,provided that the owner acts as supervisor_ DFIMMION OFHOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detarhed'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 resp=ffi ity for compliance with the State Buildmg Code and other applicable codes, , bylaws,rules and regulations. _ The enders a meowner"certifies that:helshe und=tands the Town ofBarnstable Building Department minimuminspection proced ants and that he/she will comply with said procedures audmquirements. Signature wner Approval ofBtulding Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: 'Any homeowner performing work for Which a building permit is required shall be exempt from the provisions of this section(Section 109.11-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are umaware fhat they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2-I5) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with,a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities re u'u e,as part of the permit application,that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q.XWFII.ESIF PNM%ufldmgpermit5o=kEXPRESS.doe Revised 061313 f Town of Barnstable OFIHE Regulatory Services Richard V. Scali,Director , Building Division aaxxsznBLE, BASTABLE 1NA98. � •9 w�us"rans n�iu•'os�i6�n i ueCO"wsrrtae x x�� 1639. �• Thomas Perry, CBO 1639-2014 AlfD""°ra Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 May 21, 2015 Dimitar Dimitrova 81 Captain Bellamy Ln. Centerville, Ma. 02632 RE: 81 Captain Bellamy Ln.;Centerville,Map: 230 Parcel: 182 Dear Property Owner, This letter is in response to application number 201502206 submitted to add a carport at the above referenced address. Unfortunately,the application can not be approved at this time because of the following: 1) The construction documents submitted are4ncomplete and do not show compliance with 780 CMR. Specifically; framing plans are needed showing all provisions to meet the minimum standard for structural integrity. Please do not hesitate to contact this office with any questions. r Respectfully, L.azon Local Inspector jeffrey.lauzon ,town.barnstable.ma.us (508) 862-4034 --�S 76Lo rl o 2-72) 9 /.f j /7U0 V �I ' ID." w f� Zo All— fl c-CZ E , 000 S�T/.34 cKS ffo T& : A o T" CERTIFIED PLOT PLAN? Lv 7- (/ C4 PT-/_='r=�[.A 77 IN 4 SCALES % 4.u ' DATE$ 0 GCE N'. R aL1ENT_____,,., I CERTIFY THAT THE TOVIV7=,'� ?�0J\/ 9DI#TEREO RECISTERED �J9 SHOWN ON. THIS PLAN 19 LOCATI CIVIL LAND �® �•==- ON THE GROUND AS INDICATED Am. EN0IN.EER SURVEYOR ORS®Y, .�...;,!`'•, CONFORMS TO THE ZONINS LAVA OF BARNSTA®LE, [MASS,. : . 712. M A I N STREET CM.BY v 7-' ...._.8_..:;,,:. 7 e HYANRIS, MASS. $141my Or DATE RE®. LAND SURD o �aa ✓ _ �," �_�"tip. - �a� r` C F i > 02- -.3 Town of Barnstable Regulatory Services �F'THE t� Thomas F. Ceiler,Director Building Division RAMSTnsi.e. Tom Perry,Building Commissioner ,'1 200 Main Street,Hyannis,MA 02601 e RFD MA'S s Office: 508-862-4038 Fax: 508-790-6230 December 28, 2012 Dimitar I& Kameliya Dimitrova 81 Captain Bellamy Lane Centerville, Ma., 02632 RE: 81 Captain Bellamy Lane, Centerville, Map:230 Parcel: 182 Dear Mr. Dimitrova: This letter is to inquire on the status of permit application number 201101711. As you may recall, on or about September 8, 2011 you assumed responsibility for the above permit and to date a final inspection has not'been done. Please contact this office to - arrange for inspection or explain the lack of progress. Thank you for your immediate attention in this matter. Respectfully, /LOLafizon Local Inspector i effreylauzon@town.barnstab]e.ma.us (508) 862-4034 - . ♦ +ti.�.,v ..^�.`.iv*..rv-...-M.'�... i'.,r,�...%.1.+...,+t . f'', !� v'.'r .. ..-... ..w.r..-..-+.`._... 'r ..... a .. � .- .. �oFTHE A- Town of Barnstable % BARNSTARLE. Regulatory Services 9 MASS. Building Division AlED Mp'�a 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location �.�yr r� GGA �.- Permit Number 26 UP ( 7 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: klzfe4lCx-c� ee-,I s A//S511'J INFr&e,?S �r6 role f° re � K Gv f�Lso /(JOTS /�i4�cD CrsrMD / OPJ Oti slr6 s + Cvc_D 5 4 r �JcNb I,oDC �Hnpc.i l� S Please call: 508-862-450-8 for re-inspection. Inspected by Date 31 I q /0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION { Map 2D Parcel' Application # Health-Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Froje S ree`�'dress _C Co',i'T is i , Owner—c �,i.,�°�: A.� ;►.. �. AO ./ Address C �•4 ," Telephone 50,8) i o 2 i � ��tY 9rj{ •' Permit Request Y- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new ' size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size e Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use - - - _ = - Proposed-Use— APPLICANT INFORMATION (BUILDER OR-HOMEOWNER) Telep o e Number- ,3 01� Address" License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE'x,�S� 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. I� x ADDRESS VILLAGE r OWNER DATE OF INSPECTION: FOUNDATION-", 'w FRAME 'INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL F GAS:•-f -a•- ROUGH -�• > FINAL FINAL BUILDING - DAT,E'CLOSED OUT ASSOCIATION PLAN NO. HE Town of Barnstable' . Regulatory Services snartszABLE MASS. Thomas F. Geiler, Director . AlFos� Building Division Tom Perry, Building Commissioner { 200 Main Street;Hyannis, MA 02601 www.town.ba rnsta ble.m a.us Office: 508-862-4038 Fax: 508-790-6230 cdn C) NOTICE TO THE BUILDING DIVISION OF WITHDRA. OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT. , tv r rn n .. Co struction Supervisor License # hereby certifythat I-am no longef the Construction Supervisor listed on the application for the project under construction as authorized by building permit # 0 issuedeto(property address) o14�, n , 201 I also certify that on.• " , 201—Z) 1 notified the property owner,.that the project under,construction must cease until a successor licensed Construction.Supervisor; is submitted on the records of the.Building Division. i, LICEN DER. .. :; D E a q/forms/newcontr reference R-5 780 CMR rev:110410' y 1• N, The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly (�-NSnle-(Business/Organization/Individual : Address: i': /4 i /J t..,'Y' 'ZG ty/State/Zips" C2", LQ--,e-- Phone #: >n O Are you an employer?Check the appropriate box: 4. I am a general contractor and I Type of project(required):. 1.❑ I am a employer with ❑ g employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 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. ❑ We are a corporation and its 10.❑Electrical repairs or additions r.( I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required.]t c. 152, §1(4),and we have no 12.❑Roof repairs employees. [No workers' 13.❑ Other- comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify u(n�der theme pains and penalties of perjury that the information provided above is true and correct ,cSienature: Date C�P-hone-_#:—_—_ ,� �5 > '� b Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical In 5.Plumbing Inspector 6.Other Contact Person• Phone#: r. DIME T Town of Barnstable Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director 9 KAM. 1639. A Building Division TFO MA'I Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE:✓'"`C)' JOBTLOCATION;-� ;� A-i/J �t �r.l-�y . ��2�.n c number street village 4HOMEOOWN R .� ��'�` yl ` 1`1 tLV'J 5 name home phone# work phone# 0 .,,—CURREN-T=MA_IL'ING ADDRESS —% C-a" ke k v .l k- _5 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. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official;that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. 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. Signature of Homeower'n r--- Approval of Building Official. Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt.from the provisions of this section(Section 109.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Town of Barnstable Regulatory Services swxxsrns , MAS& g Thomas F. Geile r,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 - Property Owner Must Complete and Sign This Section If Using A Builder _ as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all.final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date r Q:FORM&O WNERPERMISSIONPOOLS z OF �NF> Town of Barnstable- Regulatory Services 6 BAANSrABLr, i Thomas F. Geiler, Director MASS. g a s6 �" Building..Division Thomas Perry, CBO, Building Commissioner ° 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862 '4038 Fax: 508-790-6230 PLAID REVIEW Owner: D1�T�OYPz Map/Parcel: �3 0 tt�a- - Project Address CARI3-/44)' Builder: A LREJ?T RqY eftwti The following items were noted on reviewing: z RCa0Mu.�- 1�r Ior cG> E D oe0r6 r s CoLq .s!-�Pawo n� -�r a ! r + ?� y oTSTS -6 virg rVxh.N S QtXt_'0tA 6 PAS AND S M-6 ktvts cST` PtTc t-� Reviewed,by: Dater Q:Forms:Plnrvw ' t The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washing ton Street - Boston,Mass. 02111 workers' Com ensation Insurance Affidavit-�General Busin es aIIIe' •. address• state, zi : hone# ci w site location full address: _ ddress: e Q Retail[]Restaurant/Bar/Eating Establishment I am a sole proprietor and have no one Business Typ ❑Oface[]Sales(including Real Estate,Autos etc,) capacity. working in any I am an en Toyer with em ]o ees(full& art tune. ❑Other . / //�/ ///, � %/%/%/�%%%�e/s worlds on this job. . . . ers co ensation for-my employ g an em layer pronding Ark I am p .. , . •t• CUSll 9II IIeIDe: 'M 'p'•; :• •<" „ •. .'• � '..'y••• �:{',..i r. ' ...•' :K\•ij �'G:✓:tag, _ :�•<:�.. .'a, ';t.•' address , • `� .LA . ' 't: '' '` �: t'' "?'' ,;era;�';. ,l. .. '.•.. q�. bone#• city; instiraace.cod" ?;�.'. ..'' ,.. ..` .`... .// �' e following workers' I am a sole proprietor and have hired the independent contractors listed below who have th compensation polices: i com'en name; < ,: :,{' �:•', ' address,, • '�• ,a.r...w,, � .r .;• �:.•,; .,�.,r•••r. . :��_ti':'�.o'., •�:.`i•: hone#� :�' eitv:. :y.. 01 insurance co °j/ / // /// //// r!/ //////// / // �/r //// { ;. `! r hone#' . ••.•.... r.,• '. s, t':ti�':•� O�1CY'tiEr'••;"' `,'r•..;,: ,:.j j•-'� �' ///�� .. . _. .. in5IIr8nC9'C0:-`'•.' :: :•':.r.; •r � � ��� - .. . . i ON p to NOW Fallure to secure coverage as req�a d r ectimfa the form o1l a STOP WORK ORDER and a Fine of 5 UO.OU e d y a;ein+t me' 1 and etOand.that pr one years'imprisonment as well p the Office otIavesHgations of the DIAfor coverage verification copy of this statement may be forevarded to I do hereby ce i un r the pa' sad nalties of perjury that the Information provided above is true and correct Date — �T Phone# ]?rintname � td by city or town officSsl � ofricial we only do not write in this area to be eomp]e permitfucensa# ❑Bnildfng Department city or town:- 01,icensing Board ❑selectmen's Office ❑check if immediate response is required C]HoalthDepartment , phone n; ❑Other contaetpersoru (tevned 8ept.10M) Q _ -mrr ^ } +�'»..... ....+..-r.:.-..........,....., - - ... .......-.a....-�...,.,.......�.«,.. ..........,..r............ -�.....••...,......+-...-.._w •-.,....,,--•*e•.e.. a .,..-......-..«.- �.,.......-..�.�-_..,..._ , Information and Instructions Massachusetts General Laws chapter�152 section 25 requires an employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service*of another under any contract of hire,express or i=Phed, oral or written. An employer is defined as an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer.. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented.to the contracting authority. ��i. �� iy ����� �����/% ��i,%i, /r. �� ���/i. i, iy �/// . . ' Applicants Please ill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. .Also be sure to sign and date the affidavit. The affidavit shouldbe returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the•"lave'or if you are onpolicy,please call the D.epartrnent at the number listedbelow. required to obtain a workers' compensati ON City or Towns Please be sure.that the affidavit is complete and printed legibly. The Departrnent bas provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please.. be sure to fill in the pern�t/hcense number which wM b'e used as a reference number. The affidavits maybe returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would hlce to thank y'ou in.advance for you cooperation and should you have any questions, please do not hesitate to give us a call. 05 The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Offer of ImstlQatlons 600 Washington Street ' Boston,Ma..02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 Town of Barnstalble Regulatory Services s�xivsrnst�, Thomas F.Geller,Director f a`'� Building Division 'OrfD MAi Tom Perry, Building commissioner 200 Main Street, gyannis,MA 02601 www.town.barnstable.ma.us office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ,as Omer of the subject property hereby authorize: G�D� to act on mybehalf, Y in all matters relative to work authorized by this building permit application for, �( dr�essofj�ob) Signature of er Date Print Nam e . '� O:F0RMS:0VNMERMISSI0N �TNE Town of Barnstable Regulatory Services 9 MASS. Thomas F..Geiler,Director 039. 10 'O�Fc�,,prA Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 4, 2011 Albert R Brown 34 Horatio Ln - Centerville, Ma. 02632 RE: 81 Captain Bellamy lane, Centerville,.Ma. Map: 230 Parcel: 182 Dear Mr. Brown: This letter is in response to an application submitted to do work at the above referenced address. The application as submitted is-missing required construction documents and does not comply with the State Building Code, The following items need to be addressed before a building permit can be issued: fl) Compliance with 110 mph exp `B' not shown. j 2) Permit request is for garage. Plans show dormers and portico. /3) Plans show engineered lumber with no specifications provided. 1/4) Ceiling joists are over span. d 5) Building plans and site plan do match in regards.to location.; If you have any questions regarding this matter please do not hesitate to call this office. Respectfully; ey . Lauzon Local Inspector (508) 862-4034 Q:zoning5 i.aaa ,�uuau��lt� VCjlali u1lVilt M ru1111C "MICtN �le Beard of Building- Regulations and Standards t ugOffice of Consumer Affairs&Business Regulation Construction Supervisor License HOME IMPRQVEMENT CONTRACTOR License: CS 65525 Registrat!O�i 165149 Restricted to: 00 Expiratlm 1/8/2012 Tr# 192427 l Type, c Individual ALBERT R BROWN t 34 HORATIO LN ALBERT ROY BROW xt CENTERVILLE MA 02632 �^ ALBERT BROWNa, :. 34 HORATIO LANE, CENTERVILLE,MA'02632 ' Undersecretary- ! Expiration: 2/12/2012 ('ununissiuner Tr#: 14881 1 License or registration valid for,individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Not va id W hout signature, t t .-F� 7 1 2-07 __.. : f,s � r 45 • N' 7" ..-41 `3 ;%r 0/1 s c 7/3 ft c lC= 47 � CERTIFIED PLOT PLAN: r IN CLIENT i CERTIFY THAT THESHOWN ON THIS PLAN is. LooATZ rji'' r'>�j fWATIR CIVIL ,.�...�, ON THE GROUND AS 6NDIC Y WS , >� �', f ? S TO THE 014l a LA OF BARNSTABLE $ MASS,, - , , 712 CAI N STREET Ya �,. HYAN IS, MASS. SHKIZT_, OF --- DATE REG. LAND sturwEryolm ATYC Glciele to {-Vood Construction in High )Mind Areas-110.1nph {Yid Zolle Massacliusetts Checklist f6r Compliance(7so cnlii.3�O '2£i.i)' A � Check ' ' Compliance 1.1 SCOPE WindSpeed (3-sec.gust).................................................................. ................................................ 110 mph WindExposure Category •• ``" ••--................................................................ tom. a .... .... ...................... Wind Exposure Category................Engineering Required For Entire Prof 6t�.'.; :(4 ............�....'.......... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8,in 12 slope shall be considered a story)_ _stories -5-2 stories JC Roof Pitch .............................. ..................(Fig 2) 4`a/.X..0..,.4,-�-1. ....... - 2:12 �— Mean Roof Her ht ......(rig 2).�.�.�.1-1�,�• •=.a 4. ft 3. g BuildingWidth,W ...............................................................(Fig 3)...................:.........................° Building Length,L ..............................................................(Fig 3)............................... `ft 5.89-- Lam_ Building Aspect Ratio(UW) ................................................(Fig 4)....................... r ........� Nominal Height of Tallest Opening ...................................(Fig 4)...........................................�:A - 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... V 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.........:.......................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION'- .3 5/8"Anchor Bolts--imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete on►v BoltSpacing-general ........................................:.(Table4)................................_... ......... Z in.-MA54 : <Bolt Spacing from end/joint of plate................ ............(Fig 5)...................... ............... in. 6 -12". tr Bolt Embedment-concrete.........................................(Fig 5).....................................:........... in.>-7" ✓. Bolt Embedment-masonry.........................................(Fig 5).....:......1............................... in.> 1.5" PlateWasher..*.............................................................(Fig 5)..............................................>3"x 3'x'/" 3.1 FLOORS � i Floor-framing member spans checked ...............................(per 780 CMR Chapter 55)+....i..2:..::E[. ............. �! Maximum Floor Opening Qimension '7 A!Q► ..W [--V...... Fi 6 f- .f�.. S:..fL?... .............. f-� ►� P 9 .. .. ( 9 )...... Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..51'A.In•c5(Fig 7). ��+?�[t ..l , l +Z-S:•_•••_•••.• _ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8)................................................... <-d FloorBracing at Endwalls....................................................(Fig 9)........I.).ta...k3d1�J�:......._.....,... ,.. . Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).'1-�AX9 R!�L-s Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55) ...................... g� g g..................................................(Table 2).. 2d nails at &"in edge/L rfi field L Floor Sheathing Fasteriin 4.1 WALLS. ' Wall Height Ff-- . .f Loadbearing walls5l,A .. 1,.--TU••71 ••.-•`I•`• • g q........(Fig 10 and Table 5)......:..........�-.-.4. .. •ft �10' -� Non-Loadbearing walls...................... ....(Fig 10 and Table 5 .. . . I ft s 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)........ j�in.'s 24'o.c. f Wall Story Offsets �.•��1.._ .... ._[..............(Figs 7&8)...... .`.k4..>~.`.{..406 564r . �ft 5 d. Y 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls (Table 5)............................. 2x �7 ft L :In. � Non-Loadbearing walls................................................(Table 5)..............................2x _ ft—in. Gable End Wall Bracing , Full"Height Endwall Studs............................................(Fig 10)..............................................r......... WSP•Attic Floor Length................::.............................:(Fig 11)......................................./ :�_ ft>_W/3 _ 'Gypsum Ceiling Length if WSP not used (Fig 11 2:3•'' >-0•9W f-- and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c...(Fig 11)............................................................. or 1 x 3 ceilin4 furring stops @ 16"spacing min.Vith 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays- Double Top Plate ` c Splice Length ..........................................................(Fig 13 and Table 6);.X-q... !?: ... -: ........._ft tom. Splim Qmner joa im of 116"f-DfP ,cn Pails% --__(Valle 6) i A HV Guide to Wood Constt•uction in f iI h Hlhid llt,eas: 110 inph Wind Zone Massachusetts Cheeldist for Compliance -780 C14Rs3a1.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails).............................:..(Tables 7)....................................................7- Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... ' Load Bearing Wall Openings(record largest opening but heck all openings for compliance to Table 9) Header Spans • > �• 3..�.G..�BY�.jd.I(J.(Table 9)1XZ6S26/..:..�' - SillPlate Spans ........................................................(Table 9).................................. -ft_ mom' Full Height Studs (no. of studs)............g1.7...................(Table 9)...........:........................................... L Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans....................................................:........(Table 9).................................. ft in.<_12' SillPlate Spans............................................................(Table 9).................................. in.5 12' Full Height Studs(no.of studs)....................................(Table 9)....................................................... ` Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 t Minimum Building Dimension,W / Nominal Height of Tallest Openingz ............................................................� Sheathing Type..'. ...........(note 4)_.. 5(8..aL .......... __ ..--- Edge Nail Spacing.6. �llG... (?4i3�.. (Table 10 or note 4 if less)Stt 4 J'f �v.�flcq ► �- Field Nail Spaang.. '..Ca�..u.,ra�ti=31c A. table 10)..fN EVIXT,-..e...............� k QG Shear Connection(no. of 16d common nails)(Table 10)....... r�.. ................................... ht Sheathing a— Percent Full-Height - 9 g...................:...(Table 10).:�Rut.���.!�AGt<:4v�.L�L.S......_..�,�% - 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... y Maximum Building Dimension, L �k_Lf Nominal Height of Tallest Opening2.................. .:...........!!rA . ice" Sheathing Type. X..e-.bx.Pwj. .w4uio..............(note 4) y4 h . Edge Nail Spacing.i?`.� .. t'.r' rl z..�...(Table 11 or note 4 if less).2!1-,X:i haTp 2"in: Field Nail (Table 1 ..••••-.••:�ins, Shear Connection(no.of 16d common nails)(Table 11) 2=0-2- Percent Full-Height Sheathing.......................(Table 11)............................................:.....0 °h 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)............ ....... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... �. . T 5.1 ROOFS I uia 9 .4. 13 � 0`J_ A;A Roof framing member spans checked?......I_ ....(For Rafters use AWC Span Tool,see BBRS Website) � Roof Overhang ...................................................(Figure 19) ............:: 1?•:s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift ........(Table 12)......................... = p lf Lateral ......... able 12 p lf Shear.................. •..................(Table 12).................... ._.............--..S=' Pl ........... ..... Ridge Strap Connections, if collar ties not used per page 21... (fable 13' . .....T= pif Gable Rake Outlooker...........................................(Figure 20 ft s smaller of 2'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift p ........................ 14)....................:.......... . .--.,;.. _ . ..... ....... U=_ Ib. Lateral(no.of 16d common nails)...(fable 14)................................ . _L Roof Sheathing Type WQ(per 780 CMR Chapters 58 and.59) -. . - _ Y Roof Sheathing Thickness. .�/41.� ....................`.:...........................,,,;-.`.-....... 7/160'WSP Roof Sheathing Fastening..........................!R,.,j...CPA.'(Table 2)...1"roc 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 Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up io 8 ft. shall be permitted when 5% is added to the percent full height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. Y f AWC Gidde to Wood Coitsfi•uctioii in Righ JlYilid Ai•eCas: 110 Aiph IYind Zone Massachusetts Cheddist for Conipliance (790 CNIR 5301:2..1:1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered 6t 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project is T mile or closer to shore(generally,south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6 o�id"Eam struction Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. - � CALL • . C-1 •-VA4M THIS EDGE RESTS ON FRAMING USE 8d IMLS AT8'o._ Zu • i, ii i 5 7 o n n d. t i t m trg C i ®d t Q i i i i , I MAMING MEMBERS r y o 6YI... U 1 , EDGE IVAEDIATE �+ w a, u W t J u u� „ U ii ti bi • i , u t i T� - � ♦ Y � � 3"p A I11 � i •' `------- r�r STAGGERED 3`MMJ � D0i19t.EfDG� A10.11 PATTEAN r� . NAItSpACRJG I PANEL PAW-EDGE C DDUM-F-NAIL EDGE SPACM DML See Detail on Next Page Vertical and Horizontal Nailing Detall Vertical and Horizontal Nailing for Panel Attachmeni for Panel Attachment ®Boise Cascade Quadruple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP' Floor Beam1FB01 BC CALL®3.0 Design Report-US 1 span No cantilevers (0/12 slope Monday,May 09,2011 Build 517 File Name: B Jone. Henry_81 Capt Be! Job Name: Dimitrova Description: BEAM OVER GARAGE Address: 81 Captain Bellamy Lane Specifier: Joe Madera City;State,Zip: Centerville, MA Designer: Customer: Barry Jones-Henry Company: Shepley Wood Products, Inc. Code reports: ESR-1040. „ Misc:. Barry Jones Henry 2 1 24-00-00 BO,.3=1/2" B1,3-1/2" ILL 5,700 Ibs LL 5,700 lbs DL 2,322 Ibs DL 2,322 Ibs ,Total Horizontal.Product Length="24-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary o Tag.Description Load Type Ref. Start End 100%, 90% 1156/.i 133% 125% ; 1 Standard Load Unf.Area(psf) L 00-00-00 24-00-00 30 10 01-00-00 2 Unf. Lin.(plf) L 00-00-00 24-00-00 445 148 n/a Controls Summary Value %Allowable Duration. Case Span Disclosure ' Pos. Moment 46,310 ft-Ibs 49.6% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 6,824 Ibs -28.5% 100%' 1 1 - Left be verified by'anyone who would rely on Total Load Defl. L/416 (0.679") 57.7% 1 1 output as evidence of suitability for Live Load Defl: L/586(0.482") 61.5% 1 1 particular application.Output here based Max Defl. 0.679" 67.9% 1 1 on'building code-accepted design properties and analysis methods. Spa6/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 7" 8,022 Ibs n/a 43.7% Unspecified or ask questions,please call 9 61 Post 3=1/2"x 7" 8,022 Ibs. n/a 43.7% Unspecified (800)232-0788 before installation. BCCALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARDTM' BCI®, BOISE GLULAM-im;SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria: SYSTEM®,VERSA"LAM®,.VERSA-RIM Design meets Code minimum(L/360)'Live load deflection criteria. PLUS@;VERSA-RIM.®, -w Design meets arbitrary(1 ) Maximum load deflection criteria. VERSA-STRAND®,,,VERSA-'STUD®are Fastener Manufacturer: TrussLok(tm) trademarks of Boise Cascade,Wood Products'L.L.C. y Connection Diagram . " ) 0- 1 - a • L• 40.. , e `Y e a minimum 2"- :t c m :t b minimum=4 d e"minimum 1" Bea`ms`i inches wide will be assumed to be either top-loaded only,or equally loaded from ` each side., All TrussLok'screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL634 Page 1 `of 1 ®Boise cascade Single 9-1/2" AJS® 140 APG JoiSNO BC CALCO 3.0 Design Report- US 2 spans I No cantilevers 10/12 slope Monday, May 09,2011 Build 517 16 OCS Repetitive Glued&nailed construction File Name: B Jone_Henry_81 Capt Bel Job Name: Dimitrova Description: TYPICAL JOIST Address: 81 Captain Bellamy Lane Specifier: Joe Madera City, State,Zip: Centerville, MA Designer: Customer: Barry Jones-Henry Company: Shepley Wood Products, Inc. Code reports: ESR-1144 _ Misc: Barry Jones_Henry- :c, !'.�, /: /ems:,; i./,.,, a ��., .�<iw Y�� \•'w „ii ' ;a� ;,.,, '\. ? 12-00-00 12-00-00 BO,2-1/2" B1,3-1/2" B2,2-1/2" LL 213 Ibs LL 593 Ibs LL 213 Ibs DL 61 Ibs DL 198 Ibs DL 61 Ibs Total Horizontal Product Length 24-00-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type . Ref. Start . End 100% 90% 115% 133% : 125%. 1 Standard Load Unf.Area(psf) L 00-00-00 24-00-00 30 10 16 Controls Summary Value %Allowable _ .Duration Case Span - Disclosure Pos. Moment 667 ft-Ibs 27.2% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -937 ft-Ibs 38.2% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 274 Ibs 25.8% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 790 Ibs 33.6% 100% 1 2- Left particular application.Output here based End Shear 263 Ibs 22.7% 100% 14 1 - Left on building code-accepted design properties and analysis methods. Cont.Shear 387 Ibs 33.4% 100% 1 1 -Right Installation of BOISE engineered wood Total Load Defl. L/1,843 (0.077") { 13.0% 14 1 products must be in accordance with Live Load Defl. L/2,221 (0.064") 21.6% 14 1 current Installation Guide and applicable Total Neg. Defl. L/-7,548(-0.019") 3.2% 14 2 building codes.To obtain Installation Guide Max Defl. 0.017" 7.7% 14 1 or ask questions,please call Span/Depth 15.0 n/a 1 (800)232-0788 before installation. " BC CALCO,BC FRAMEROIAJSTM %Allow %Allow ALL°JOIST@,BC RIM BOARDT"' BCIO, Bearing Supports.- Dim.(L x W)- Value Support Member Material BOISE GLULAM-i'SIMPL•E=FRAMING " BO Wall/Plate 2-1/2"x 2-1/2" 274 Ibs n/a n/a Unspecified SYSTEM®,VERSA=LAMO.VERSA-RIM 61 Beam 3-1/2"x 2-1/2" 790 Ibs 12:0% n/a Versa-Lam 1.7 VE S�,VERSA RIM@, B2 Wall/Plate 2-1/2"x 2-1/2" 274 Ibs n/a n/a Unspecified VERSA=STRAND@ dascad`STUod p trademarks of Boise'CascadelWood Products L.L.C. .� Notes : Design meets Code minimum(L/240)Total load deflection,criteria. Design meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria: Composite El value based on 23/32"thick sheathing glued and nailed to joist: Page 1 of 1 1 � ' TOWN OF B,`J,N5TABLE ?lI1 } Y 16 �i 9: Ir9 s 76 //' /c7 , sue , o C P 7-- so I) to �' `�' �63 M I u 2-3�1 �_ff '"� !. b 1"J 5 -N76° ll ' io vv i 4 c-k " �2S. 07f/ 5GT/j A C'KS OT .4ss�nr�U Lo7 7 c t!n r c,/1.�� v CERTIFIED PLOT PLAN IN SCALEo 4 o ' DATE, I CERTIFY THAT THE A 7j n 991RTERE REGISTERED ___ SHOWN ON THIS PLAN IS LOOATIO CIVIL LAND JOS �• �-�- ON THE AROUND AS INDICATED AU . ENGINEER SURVEYOR pR,BYE i � `�MS TO THE ZONING LAw.a � OF BARNSTABLE MASS,.-, k . 712' M A I N STREET ... CM.OY� , HYANKIS, MASS. SNEET-J-Of DATE REG. LAND BURY p ------ ly • OV m�T ! 6 Ail 9- 5 76 ^-� R G Lv-ri1 i N r. . 2-3 t q - ARAGG I \O V JJ f S�T/3 I cK-s 7"/,07 � : /(551i/bl�J L T PfZOTE7GT/U�% 7. -fZT FM CERTIFIED PLOT PLANT ' -' - ti '_4c ,,-r .'' •.T,. LET G4-PT,/%L=L-!.A rv/% Z—A t ,, IN i STASL.4,UA' $* SCALEo DATE L Cato 1 CERTIFY THAT THE ry vtv l A 7,a�/ 94I11TERE REGISTERED SHOWN ON THIR PLAN IS LO"TEO CIVIL LAND JOi NO. ` `' 29 ON THE GROUND AS INDICATED AM . ENGINEER SURVEYOR qpq by, ;!L� CONFORMS TO THE 20NIpo l.Aw.a t Df BARNSTABLE , MAW- T 12-MAIN STREET CIL GYM ,. .. NYANNIS, MASS. / . iiNEET�.Of_.._ DATE REG. LAND RUPtgryolt - 1 7- --- _ — -- — v// �-_-- --- LI I -r— — _ 2 a ✓F� !.a L-I._ �p��� � ,��b:L->S ;+1..-5.�= Imo'E _S.�'.�i_�_%.��ii,:,,_� � .. A>uDnz_�a z*%.'�� .r_ ?�<... , JPEr11^ o . =wsu�c�,,_ ( M I: `l-. A K! E 1 .1 Y Q,.--- 8: 16LL_�+1Y � .. F...—CIS''•, _ c w SCAL 74 7 f l-O.� APPROVED 9Y: 'PRAWN BV pl y DATE: deQs,9R; HyannK DRAWING NUMBER MA BARRYJONES-HENRY DESIGNER OF' - - ( - - -_ - I Lk", , CD l M. 1. T A, ,.R K M� E !-t Y C_L_.m t-_, � -v_ -- BI CA PTA In! FEt-LL- L; Eh!i cT, A L'F SCALE:�G.,.' t�—O.. APPROVED BY: 'DRAWN By � DATE: '� jH design HYantt�MA DRAWING NUMBER BARRYJONE -HENRY DESIGNER Z of Y —G o'N'r — • —� ���5 j am" ` r fL I'� 1 I l: t—39?(TI LA=,wN !Ni II i ( OD i r v :e—.. h - 1 f 4 ' MIT- D 1 M'...)..`f:. A. K A r"l E.L_l Y_1,N Q...L-_M _(- SI CAPTa ItJ RE, Lit 1. LN...GCI^d SGALE:,4 �,-`Or. APPROVED BY: DRAWN BYAl DAI � - P design . Hyannis,MA DRAWING NUMBER BARRYJONES=HENRY DEs1GNER 3 o F 8 1 I f I li: I _ _ ,I I 1 ': l I 1-I '1 I� I I � 1 �41 ��PJ� � � / .l•./'1�- _,r{J k - I itQ y I - 1i PL - I� q. . L_T-t-O-L :, D 1.1"1.1_ T_A KAV1 E_-L.1 Y._A . D._L_j"1_L.SgS✓A 81 CA ET.41 N . ELL 4 m Y LNQ E c V"LE SCALE:n"� (! -Q" APPROVED BY. DRAWN ByDATE &8ign Hyannis,MA DRAWING NUMBER BARRYJONES HENRY DESIGNER 4 of r fir•'= T r ix, i X2e1D a —1_, .� r �+172�S���F bl� oo I - 1= - cl ✓�� r zF� -F ` �.� � � , °�,,. �1-Z-+c .iK6.SoFF't" W�LO1•a".. E.1_(T �R'13 '� � vE.r c � I_.._._� ! _ ;LI FiL4.14'EV,L, 4_..r'"N it Y_�9T I t• ._l.TlO, f _ -- \ ...... _-.-. ,{' 6 'i i 1� ¢J C 1 lZ ;o LLkt 9Jy ; ffI T f IX� I rZnE -.Ca PE � i_.Ix�I,,- ; ,f 7 m v'� G k 4 / Ins�S? Jju F G � • .� -L'3L�j-/N1�TR:Y:�ITQ�E � I� ! �i 1 !I ., -*I 1'1 VJnc DE'pK�*+o•�T!YL�� n._xt< "� � C�:M.P1.4-"Y.=�.�_SA ND,I�,=.{.�El.F,-�_-_— � ��� Ee�� �Ttoci� .�.,:�_....,,.•,�" � � ��.. �R•p�._�,_ y GIRL i,c xL�- 1 C�- J� D l M I .T.A._2 _.....c._L._M--L T3�1G cam• 81 C FT 1 N E t_L_A t-'ti.`.( LN...CjE N i,F,,V 1=_` BC ALE:�.Y.I�.' !1`�•I APPROVED BY: DRAWN BY � DATE: r Q�VIIS� 1 d6sign 1'!F r! _r 1 7 Far S^✓✓'�� y✓.A L Hyannis,MA DRAWING NUMBER is L. BARRYJONES`HENRY DESIGNER OF Y iit 1 Ili S_'s'L•¢e.r�< fZA FTE , ,e �'.'� 111 _�fji-- e z HhoF 1 VF_L,T A Fcv 5 F� ^lx tc. 4 !- • - 777 ' t I 1 i ; - t l� i � �7 ` 1 _ 1\ ✓F�N..i.AF1.c2 ;� �� I�. !, 1 I,t . �� ;f I; Il 'i II �� ';• �i I I' 1 ^� -•� I r,f ��{ L1� ` - � I� 11 � }� k . { '� �'fl F P�. � 1 i ii. Ys✓^r 1 .i� i1 i i It 1 t �t : 1 L I i^t I�I 1 2X6 f E I •.. l : sr�8 E � I t —1.}4 }� JI, 7Ij'u' r C�-� �I: ' k• i� D. j� '�I; iii i� � �f-I c :I -t� , 1 1 I` f _ c9- 'a ii. r, - N ! ' �L. � :I t _ II 1 jllllll a { i� s t, s y`et ;. _ C, --- SCALE: .-• ti._O" APPROVED BY: DRAWN BY � - r DATE: Hyannis MA DRAWING NUMBER BARRYJONES=HENRY DESIGNER 6 OF g • �f Y w ilk 9Pyvli etsADSN LSE�M 00 NLr-- --- i. 1. _ l: I �-aM PF FT P� 3-1Xa� 2 h _ _.D. L-M .1.. T.A..R .K.. A.E_L L.Y._ - [D ._L..Nl..1_.T-R- v 8! G.'�FTYc! 5E.L�— M.Y SOME: t i D.i APPROVED BY: DRAWN BY � DnnATE: - . 5 Hyannis•MA rRAMIG NUMBER BARRYJONES=HMRY DESIGNER ( OF SILL ANCHORAGE, HOLD-DOWNS. AND FRAMING CONNECTORS ALL STRUCTURAL FRAMING CONNECTIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE "STRONG TIE"AS MANUFACTURED BY THE SIMPSON CO. IN ACCORDANCE WITH"WOOD CONSTRUCTION CONNECTORS"CATALOG C-2008. ALL FASTENERS(TYPE, SIZE, AND QUANTITY)SPECIFIED IN SIMPSON'S CONNECTOR SCHEDULE SHALL BE INSTALLED. FOR ANCHOR BOLT LAYOUT, SEE STRUCTURAL SKETCHES. ANCHOR BOLTS FOR HOLDOWN CONNECTORS SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS &SKETCHES. ALL CONNECTORS AND FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE SHOO-COATED AND/OR STAINLESS STEtL TO SUIT THE SPECIFIC EXPOSURE(S)AND WOOD PRESERVATIVE(S) IN ACCORDANCE WITH SIMPSON STONG- TIE RECOMMENDATIONS. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATING THAT CONNECTORS AND FASTENERS ARE ACCEPTABLE FOR THE EXPOSURE AND CHEMICAL PRESERVATIVES USED ON THE PROJECT. DOCUMENTATION SHALL INCLUDE TYPE OF PRESERVATIVE(S), PRESERVATIVE RETENTION LEVEL(S), AND EXPOSURE ENVIRONMENT(S). . ely- `.� ? l � Ii AW7 4 tic- Drawing G�,1.5. '.4 , ------------ el_ — Co i s . D�GD c5��Fi��t<stEstf, • _ - y ' �G�7TrL1G SIB GbNG QE ha Fo i w�Re v_ ICor!CrRET ��t3 D cA.LC—IR, Y 411,RF I�IGS{T AN u. F-.ZERAM&6t4. I I '� Z' lL1L/D FOCM +N.v�cT Drf c S ECHO v , PA�'itn Lrll)—G.I I`Lts�/F L m I f Fv oTi 1 1 C4 j -F�-L l Y-.A 81 C A PT I ALL LN..Cf-zN7f- RVI L LE �� • SCALE: "- 1 I p APPROVED BY: DRAWN BY - --- DATE: de(sigift HYdDnis,MA DR�wwn u��ucco -BARRY.WNES=HENRY DESIGNER g bF 9 + I r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map cv ,;Q Parcel Permit# Health Division Date Issued 3 t Conservation Division Application Fee Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 6A Village L90r ._f j, l h— Owner f m ► i Address :SC1Y TN. Telephone — 4 D-7 Permit Request UGiG ��I Square feet: 1st floor: existin- proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValUafiA I Construction Type Lot Size (Z, �� � Grandfathered: ❑Yes ❑No .If yes, attach supporting documentation. Dwelling Type: Single Family T� Two Family ❑ Multi-Family(#units) Age of Existing Structure -5 . Historic House: ❑Yes /0 On Old King's Highway: ❑Yes W/o Basement Type: Gull ❑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 L4 new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes �Tio Fireplaces: Existing New Existing wood/coal'stove: 0 Yes O No - Krt� Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Mlhew size Shed:UWAsting ❑new size Other Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan-review# Current Use Proposed Use : BUILDER INFORMATION L / Name ,b _ Telephone Number b�L��'77 31_ Address Ll License# m� OC9.( aq, Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY " it 11 PS RMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION (s FRAME B 3 I I I °I 2►b! INSULATION U FIREPLACE ELECTRICAL: ROUGH t FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING dfjN r j'lY113 Rm�c. (i>�K�3�� p DATE CLOSED OUT ASSOCIATION PLAN NO. 5 76 60 '2-3, 2-0 5 Ir► I ��S i 1 , N �T C�pT;j iN LA r 41 I _ L-N76 l/ ' /0 W T-ryz� c3 "l/O f l U SGT/.�A CK—S CERTIFIED p PL T PLAN#' rry 2/ 07 ! {, N l,i r % IN i t SCALE$ DATE Gee- i✓�;,�s I CERTIFY THAT THE Tdv'y'_A -r,0A;j —� IGLIIENT��— SHOWN ON THIS PLAN IS L.OQATt0 LENGINEER REGISTER406 NOS 3 ON THE GROUND AS INDICATED A" . IVIL LAND SURVEYOR pR,SY� �„� � �MS TO THE ZONING LAWS OF •ARNSTABLE MA88, ,., . - 712`MAI N STREET ... HYAN IS, MASS. 6HEET,..LOf DATE REG. LAND SUR.VEFO Wit , ,.y,. �., - • .-"� r •.,�. ,'gip� #,�" � ,'� _ aF BARNSTABLE ? .:DING DEPARTMENT Y DseaAM TOWN OFFICE BUILDING HYANNIS, MASS. 02601 MEMO TO: Town Clerk t: FROM: . Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #; =:.. �-� ..._.._ .. ..................................................................... ..._...................................._. ..issued to ...... ." ••.........t�-- iC �-� c� .0 :t'% ............................................... ....... ..... ...... �...__. ._ ' Please release the performance bond. • rf t .,-. �. �_ � .. ,... a-S ,. +. -� ..may ...-.a .� —Yw-�xaX:•c�..,s<v..� 1 •a r "� 28206 ofTMQr ' TOWN OF BARNSTABLE permit No.� ---------------------------- • e n.m i g Building Inspector ?� r Cash ----------------------------- sum X OCCUPANCY CY PERMIT Bond -------------------f, '-J--2-- . x� 1, Issued to Greenbrier Corp. Address v Lot '11, 81, Captain Bellamy Lane, Centerville Wiring Inspector � �� . 'Inspection date Plumbing Inspectors Inspection date v ., Gas Inspector G„t`r - Inspection date r f \' X Engineering Department l=�, � r f �£ l�' "/_ Inspection date f Board of Health (a��©n� �LQ/�/�., Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY . COMPLIANCE WITH TOWN REQUIREMENTS WAND IN ACCORDANCE WITH SECTION`119.0 OF THE MASSACHUSETTS STATE BUILDINGr—CODE. d. ....... . ... ...... Building Inspector t ar F C"Ep SAVE Weatherization 508-398-0398 December 14,2011 Town of Barnstable Thomas Perry CBO Building Commissioner 200 Main St. Hyannis,MA 02601 RE: Building Permits Dear Mr. Perry, This affidavit is to certify that all work completed for permit application#201006343, Status A, Parcel 230182 at 81 Captain Bellamy Lane, Centerville, Permit type: RADD , and issued on 12/03/2010 has been inspected by a certified Building Performance Institute (BPI) Inspector. R-18 Cellulose insulation was added to the attic.All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey JAL ok l/3IJL Cape Save 7 Huntington Avenue Suite C, South Yarmouth, MA 02664 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' Z Application # Health Division Date Issued Z t Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan.Approved by Planning Board U ,1 z/3/1a Historic .- OKH Preservation/Hyannis Project Street Address �� c ►1 i � y Village Ccl,N Na( ,u. Owner bi M l FUVA , Dj iAE2& .i- k fLI *�/Ek Address A66Ae Telephone_! 03: �01 Permit Request 8L.0W.1J L r tj i p S LL L.pni byn A* D 6&,j f ,-qe ..I�t lM rom Square feet: 1 st floor: existing proposed 2nd floor: existing _proposed — Total new �- Zoning District Flood Plain Groundwater Overlay Project Valuation 00 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 allo On Old King's Highway: O Yes 59-No Basement Type: ZFull ❑ Crawl ❑Walkout ❑ Other r ('.,7 Uz) Basement Finished Area (sq.ft.) — Basement Unfinished Area (sq.ft if1$2 ; Number of Baths: Full: existing 2 new •-- Half: existing r new- — Number of Bedrooms: existing - new Total Room Count (not including baths): existing _ new First Floor Room Count 3 Heat Type and Fuel: 6 dtas . ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes O No Fireplaces: Existing -- New Existing wood/coal stove: ❑Yes 4'No Detached garage: ❑ existing I] new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C Telephone Number 502- 't Address RtAhY *2A6`T1-YO License# Souk P conj UV1A_ ()Zb(O`7 Home Improvement Contractor# �� 'I J2— Worker's Compensation # L,,5 0_ nn ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A)c 44% SIGNATURE DATE Jbl.2g/1 ® FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. s. -ADDRESS VILLAGE' `s ` OWNER i DATE OF INSPECTION: FOUNDATION - FRAME — INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I f IKE r Town of Barnstable Regulatory Services EAMSrABLF, ,Thomas F. Geller,Director Muss. 16;9,- 6. Building Division Tom_ Perry,Building Commissioner 200 Main Street,Hyannis,-MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ih I' �k ( ) , . `,as Owner of the subject property hereby authorize t1J%Ll.i1'1%l_Celu to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) SigrYav6re'b1 Owner bate Print Name If Pro-DoU Owner is applying for permit please complete the Homeowners License,Exemption Form on the.reverse side. Q:FORMS:OWNER.PERMISsION f � :'�.: :�,:::�, : ��: �.... :::::::�::p::::.: : ,� :;:,I..I..I I�I I.: .,. . . . �:::::: :.:........�........ ......._._:w:::;::q:::: : :::: I - , ,., , � ;:: ::_ :::':' I.. I—— 11... , '� I I� 1.�.. . � .I . I�� �. �.��I : :F -'� '4 .: - -"1��� 1,1% �' , , , � .. � .....: :. 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I ., I I., ' 7;::.::::�.: v f aka -:':-:::..........._:' ::...::::::::::::::::::::�::::: : :::. :::� 1.. .. - . _.. ... __ . . u cxs Z T O t om t May. Cdr tern. :. ii iam Ja tcluSkey s an empI ee,'a Cape Sere . e i authe rwze '..':.A,...':.!..�,..:.:....:.:..o r at e cantracfi and baldr et° Mts far agar carnpartg�� .. � .. 1.111 1. 6� M.. s r :: p Cl { ::. .. .. .. :: .:. Cape Save Owner :: 919-5. 3-5.939 cell . .. .... ... - ... . _.. Huntin1g�U�t Ven# St3uth Yak OU A 026 . ... .. ... .. .. _.. • _. .. ... . • The Commonwealth of Massachusetts ` Departmentof Industrial Accidents Office of Invesdgadons .600 Washington.Street Boston,MA 02111 www.mass:gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriclaps/Plumbers Aonlicant Information Please Print Le My Name(Business/organization lndivititW): .1 Address: Ci /State/Zi _,A2 D-phone#: L)1�1- �{�" - p?� Are you an employer?Check the appropriate box: I am a employer with (� ; 1 4,Ulm a: eneral contractor and I Type of project(required):. _. - [] g employees(full and/or part-time),' have hired the sub-contractors 6. 0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ( ,Remodeling ship and have no employees These sub-contractors.have 8. 0 Demolition working for me in any capacity. employees and have workers' [No workers'.comp. insurance comp. insurance.t 9• ❑Building addition required:] .5. 0 We are a corporation and its 10.Q Electrical repairs or additions 3.El I am a homeowner doing all work officers have exercised their 1 I.�Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12:Q Roof repairs insurance required.]t . c. 152,§1(4),and we have no ` 3a.0 I am a homeowner.acting as a:. employees.[No workers' 13. Other S Li L } oaf general contractor(refer to#4) comp.,insurance required.] 'Any applicant that checks box#1 must also.fill out the section below showing their workers-co . tnpensatiod�olicY information. t Homeowners who submit.this affidavit indicating they are doing all work and,then hire outside contractors.must submit a new.affidavit indicating such iCoattactots that check this box must attached an additional sheet showing the name of the etch-contractors and state whether or not those entities have employees..If the sub-oantraetors have employees,they must provide their workers'comp:'poticy number. I am an employer that is providing workers compensation insurance for my employees Below is the poll and job site informadon. O' I insurance Company p y Name: t'a���T t S (t�`S i! Policy#or Self-ins. Lic:#: (�,�y (' � (" I Expiration Date Job Site Address: $1 Cif eLl-A i A.� Y City/State/Zrp _(`r.A�U t r 0 Z&3Z Attach to copy of the workers'compensation policy declaration page,(showing the,policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead.to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby eertiJj►under the and pe of perfWry that the information provided above Is true and correea � I i Date-., 201 v Phone#• ,'SUS-fib ` -l3" �t S Offlelal use only. Do not write in this area,to be.completed by city or town officid City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing In 6.Other Contact Person: Phone#: 1 CERTIFICATE OF LIABILITY INSURANCE D /DD 11/1/2010 L..n� /1/ THIS CEICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAMEACT Shannon Sperrazza Risk Strategies Company PHONE xt)m (781)986-4400 FAA/C No:(781)963-4420 15 Pacella Park Drive ADDRESS:ssperrazza@risk-strategies.com Suite 240 CUSTOMER USTOMER ID p0018476 Randolph MA 02368 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA:Seneca Specialty Insurance Co INSURER B:Keating Group Ins Services Michael McCluskey, DBA: Cape Save INSURERC:Chartis Insurance 7 C Huntington Ave INSURER D: INSURER E: South Yarmouth MA 02644 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1011132675 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE ( RENTED PREMISESS Ea occurrence) $ 50,000 A CLAIMS-MADE ❑X OCCUR aAG1002608 10/16/2010 10/16/2011 MED EXP(Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICY PE O-- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,000 EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 1,000,000 DEDUCTIBLE $ B RETENTION $ 023578601 10/16/201010/16/2011 $ C WORKERS COMPENSATION 'chael McCluskey X WRY LIMIT ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N is excluded from coverage E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) 9930951 10/21/2010 10/21/2011 E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Issued as evidence of insurance. Contractors-Executive Supervisors or Executive Superintendents. CERTIFICATE HOLDER CANCELLATION (508)790-2425 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Housing Assistance Corp ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Ruth 460 West Main Street AUTHORIZED REPRESENTATIVE Hyannis, MA 02601-3698 Michael Christian/SMS �"�"' � -" .-. �. ACORD 25(2011111) ©1988-2009 ACORD CORPORATION. All rights reserved. it INS025(200909) The ACORD name and logo are registered marks of ACORD Del) :artment of Prata!ar; rt'ct� 9 I3tt:art! Of 611iftding, o d2c ul ations, and standal.cA Construction Supervisor SIaecialty License License: CS SL 102776 Restricted to- ICt s . WIL-LIAM MC-CLUSKY 37 NAUSET ROAD WEST YARMOUTHMA 02673 cr- � � Expiration: 6/28/2013 frt3mi�sda�ra Tr#: 102776 f J7Xe 6wvmo1.,vw4eaa `M1c Office of Consumer Affai s and Business Regulation * 3 10 Park Plaza Suite 5170 -� Boston, Massachusetts 02116 Home Improvernent'Contractor Registration Registration: 164432 Type: Supplement Card CAPE SAVE Expiration: 10/6/2011 WILLIAM MUCCLUSLEY -- — -- -- 8201 S. HOURD CT CHAPEL HILL, NC 275.16 Update Address and return card.Mark reason for change. DP_-cat 05Ohd•04104-G1012t6 — Address F j Renewal —! Employment Lost Card ° Office of Consumer Affairs&Business Regulation License or registration valid for individul use only E_u NOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: gqOffice of Consumer Affairs and Business Regulation e y Registration Y64432 Type: 10 Park Plaza-Suite 5170 Expiration 10/6/2011:: Supplement Card Boston,MA 02116 CAPE SAVE WILLIAM MUCCLUSLEY 7C HUNTING AVE S.YARMOUTH,MA 02664` \i� Undersecretary No valid wit ou signature P ma and lot number .,,,30- �.. she. p �........................................: INST TIC SYSTEM MUST BE Q�oF TNe ro�o � 'T S g�vage-'Permit number ...........��J-.�P Z........ ........ ALLED IN C0 '9PLIANCE WITH TITLE 5 Z .DLE B9HH9Te , i House number'' .............. . /..................................... . ENVIRONMENTAL CODE AND 90 0 a � TOWN REGULATIONS o�0 MAY TOWN OF •BAftNSTABLE BUILDING ANSPECTOR APPLICATION FOR PERMIT TO ...`.�/'sl ./.�1.. � �1 /!...11.. ............................................... TYPE OF CONSTRUCTION .......�1J0..0.. >� �?7.. ................................................................................ t ........... .,1.. .. ....191F:5• TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following .nformation: Location ... ...... 1./..... /i........ .................................................... • Proposed Use ........ � Af... eY�l�Z/. ..................................................... ...................................................... Zoning District Fire District ^.../... ........................... .... . .... ........ . ... ... �. ��.. Name of Owner ....... ....P. ...! ?....✓ , ^�'�... ,..Address ....�r•t i. ..1.0....... Nameof Builder ..........SGII�✓1..�.................................Address .......................................................,............................ Nameof Architect ...............................................•...................Address .......................��......... ............�...................... Number of Rooms ........`.(. ................................. .................Foundation .......V...4�............. I ca ./. c Exterior .....W./�......5!!1i/1... .(..�.5....�� ... . ....Roofing ......�. ......... ................... r /�++ Floors ! .. . ../ .4.��� .L4. ........................:Interior ....... .e. ....................................... �- l Heating ... .......�� .......... ....... Q.J....................:.Plumbing ....... .. .../17S........................................... Fireplace .....:............................................................................Approximate. Cost .......... ... .00.�0....... . Definitive Plan Approved by Planning Board _______ C ___T_��//____v19_ Area .......S ...'........ Diagram of Lot and Building with Dimensions d' Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH cg�e/ X 3 ( Za Ftc,o—S U rj/ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ' Name .. . .. ........... ...................... �� 3� Construction Supervisor's License � , '."tREENBRIER CORP. 28206 1. ..Story CT ................ Permit for ...... ............ ...... Sipgle Family Dwelling ............................................................... .... ...... fot .11, 81 Captain Be amy Lane Location ................................................................ Centerville ............................................................................... Owner ......Greenbrier. . . . . .....Corp......................... .. . . ...... . ...... ........ . Type of Construction ...................Frame....................... ....................................................................!............. Plot ............................ Lot .............*.................. Permit Granted ...... ...............19 85 Date of Inspection ....................................19 sir Date Completed .............................. 0 M co ILI As 4ssor s map and lot number .... ............ ............... THE 0 tp Sewage Permit number BABB9TADLE. i +Cause number ..............:...f:, ...................................................... 9p M6 9. E r _ ' °moo YAY Or. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...�../�'r7 S,%i1.L/� /.. ff/.��' !............................................... TYPE OF CONSTRUCTION .......!�t� .f�.. .......`"! ?.T................................................................................. ..............J.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for permit according/to the f�ollowingg nformation: Location ✓`� d # � //. ) //.�'��'j/v( /�7:.......�..Z.s7�!` Z�/ ......._... .. .. r.................... ...... . .. ... .... ProposedUse .............................l r l� � ............................................................................................................ Zoning District ............� ........_.........../......................................Fire District .........C//o Name of Owner l� '�P� . ?.... ! rr.C' ...!:!~7. .......Address .... /�,L—Y2.d.......` .!fir.. �CA Nameof Builder ..................... 4.. ..................................Address .................................................................................... Nameof Architect ..............................................°...................Address ............................................ .....................................,. Number of Rooms ........�...,0...................................".................Foundation .......RQA�o . ...... .......... ..... ........ Exterior .....(�,/(......S.C.!!� .....!..P..�.... � ��.....Roofing ...... .. .�C"../ ��,.. .�.`. ..................... .// �' �............................Interior ..........� ....0 P �.��� Floors .... . ......... .... ........................................ HeatingT / %............... ......................Plumbing .......r ... ...! ............................................... Fireplace ..................................................................................Approximate Cost .........7.. z ................................... Definitive Plan Approved by Planning Board ___19 Es Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 3 Ft/c,!5G .� Id `' 1 V OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... �.. ................... . ...................... Construction Supervisor's License ...................................� ' GREENBRIER CORP. A=230-119 { No'i....28%' 1 Story ;�d6 Permit for ....�............ ................. Single Family Dwelling ................................................................................ Location Lot 11,Vcaptain Bellamy Lane ................................................................ Centerville ............................................................................... Owner Greenbrier Corp. ................................................................... Type of Construction ...Frame ....................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ,.July 15, 19 85 Date of Inspection ....................................19 Date Completed ......................................19 January 8, 2013 Dear Mr. Lauzon: This letter is an answer to inquire on the status of permit application number 201101711. On September 8, 20111, assumed responsibility for the above permit and to date a final inspection has not been done yet. I will explain my progress, and if you decide that no further steps are required we can arrange for inspection. 1. The addition has siding (wood shingles) on all four exterior walls. 2. Garage door, back door and windows are installed. 3. Fire proof door between the house and the addition is installed 4. 5/8' fire resistant drywall is installed between the house and the addition 5. 2 step staircase with railing is installed between the house and the addition 6. The staircase between the first and the second floor has railing 7. Certified electrician installed new power panel, GFCI outlet and lights on the first floor.There is no any electrical work done on the second floor as I do not need it (the second floor is storage room). 8. The addition has gutters and downspouts. 9. The addition has NO insulation and drywall. As far as I know the building code does not require insulating and installing drywall in garages and storage rooms. I also could be wrong. That pretty much represents the work that has been done around the building since I took the responsibility for the permit. I will be glad to provide any further information if you need it. Please feel free to contact me at any time. Respectfully, Dimitar Dimitrov 81 Captain Bellamy Ln. Centerville 5083670213 mitkodimitroff@yahoo.com f r r!"'""T ewe r�'l t a.n . "* 1 •.,. CC t -�.. �".t b. �ti�-s;St dF a z. s.R bi' i >�♦ i i'jA'TY'iZx$,sJJ�... � 1 .. fix,..; ..�i;:r. r rJ ;y .0 !)rt , r Town of Barnstable `J �-• THE Regulatory Services OF Tp� � 1. Thomas F.Geiler,Director ♦ a Building Division tARNSPABLE, y MASS. $ Tom Perry,Building Commissioner .� ;y t6 �0'DTfp 39 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 08-790-6230 Approved: Fee: ` Permit#: HOME OCCUPATION REGISTRATION Date:6nr__ - D Name: �i� 4 }Cj 2C11C�nc t/ Phone#: J�® - �7 C) Address: L&,-L- Village: '4cl yt l/—c— Name of Business: Type of Business: dA C., LIA �—'O"Map/L,ot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings, subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit, located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat, glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials, in excess of normal household quantities. ` + Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity, and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. 1,the undersigne ave read and agree ' the above restrictions for my home occupation I am registerin . Applicant: �^ Date: Homeoc.doc Rev.5/30/03 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost t30.00 fo �_� rs). A business certificate ONLY REGISTERS YOUR NAME in town (which ou m yust do by M.G.L.-it does not give you permission to-operate.) Business Certificates are available at the Town Clerk's Office 1" FL. 36 Min a Street, Hyannis, MA..02601 (Town Hall) I sn� u.+x crud bW;N W'SE F'.._c,,•,•.. � '- GATE_ �/ �� `� III !::::rc 1114 HE 55 Fill in please: y`�ww, APPLICANT'S YOUR NAME: •mbeY ..: BUSII�IESS YOUR HOME ADDRESS;�f :fx:� • ��p b a o2i TELEP HONE # Home Telephone Number D �- �d'- �/ 5 '1 9 NAME OF NEW BUSINESSP. Y c 1S THIS A HOME OCCCIPATION?... YES NO S PE O.F SIN av iven ap royal-from the building: "�t' .S' sion? YES NO ADDRESSOF'BUSINESS (fZ I r MAP/PARCEL NUMBER a7j When starting a new business there are several you things g y must do in order.to be in compliance with the rules and regulations.'of the Town of Barnstable. This form is intended to assist you in obtaining the information you a need. Y y !n. y ou MUST GO TO 200 Main t — Rd. & Main Street]. S . (corner of Yarmouth to make sure you have t Y he appropriate ermits a p and licenses.re required to e a operate e q 9 Y our business m P Y this town. 1. BUILDING COMMISSIONER'S OFFIC his individual has b informed• any permit requirements that pertain to,this type of business. > MUST COMPLY WITH HOME OCCUPATION Authpri d Signature RULES AND REGULATIONS. FAILURE TO .COMMENTS: COMPLY MAY RESULT IN FINES. 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: . 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature.** COMMENTS: 7.177i , r cm ...1 .L �,( C A PTA 1 Q EUANty Lei:�1�1���f LLF SCALE /��� I,_ 1 APPROVED BY: j. !!! I Q` ORAWN BYi��`� ( DATE:s jU design Hyannis,MA DRAWING NUMBER BARRYJONESHENRY ARTIST/DESIGNER 6Y .� 4 r , - w , 3 = I t� / 1 , • u q ME 1 7111 k/ ��. v `�'-.= At V 4� . E t L Lr GAnE t G ! pP ',, GL TT cc 1 �: --- 1� 1M �TR1 _A M- -- _ LL-F,MA ' 411 1 APPROVED BY: SCALEY —Q DRAWN By , DATE:'] I-," Hy at11715 MA - DRAWING NUMBER - _ ' y BARRYJONES-HENRY ARTIST/DESIGNER z b 5 Zit- Cc 6 U✓,r 6LN orscr.v r-c_ DG. _ ►,_3__S *? S..�"°coJ+4Vt. ►zn .r s� . ! =Go Zt t -Al i i 4cccS 1>4 n _B. L C ._CL�EV.t.L pi APPROVED BV: DRAWN BY✓al- design Hyannis,MA ORAMNO NUMBER BARRYJONES-HENRY ARTIST/DESIGNER �t- .r9 ;!' 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DATE: - vi�ll��-1 de8 gn A �1 ♦ _-1,.- _------ NUMBER Hya - NWFRAMING BARRYJONES-HENRY ARTIST/DESIGNER br . 4's .4 I— �- 1 n � .�•„_CX.L�. n t.a �'� �'1 t�.1 �n E.-,s JAG���t J+ s== \ I • i 1_ 1 - .�4 r SGH- L.n_ F1F� Co 11l—L9" A-r ! — --; - . _. a � i3 � �i ,�: t� ,t , �,;' +, s, �i t� r 3;+�r �,LI plc �,t,•_�. ��G� , it >t t ' 'fitP'? Sf�l(:tN[e NGt Cl Tc ELI { t + n - A 14 #. {I • DG (7LG`TrG" _ t� a � �� ?��^L✓� R.T� '�jr + UAL i <. O It _I r�; t:� .1. _.. I L. L A + ` FL T5.[Ll-`ram! y 1 ` �, i Pt��lr-2—Ta= �' �• - �`- „ '`T_T, '-i err-F L'C p{2 i o C3 71 SCALE Y[i 11 �s—O APPROVED BV: ORAWry BY Er;t A q fl F >< Hyannis, DRAWING NUMBER __.—.._._........... _.._._. ll....�"+ �.__. �-!`... _...3..-YJ 5�'i �� r l r >r•^• r` e 4 .1 - YB .MA BARMONES=HENRY ARTIST/DESIGNER b F r , - , ` � �•r � Imo` � •�� , ko > 111 v - e x T R. . A. + W , tf --_ _ --- __w_-___ - - _- x� s d. i n : ! F i e — 6 1 i e _ , l — T. 7P, r c I i1 o- SCAIE APPROVED BY: `DRAWN BVr:�-� _ DATE. 1 _ �. L IS10J, t '6_'5 #` dC819R. DRAWING NUMBER M. Hyannis, A _ BARRYJONES-HENRY ARTISP/DESIGNER 3' R r S rf; '' � ,-13 , P7dT��t� l i c.L � __�-�.�Z�_ I I� { '.: , `E'. � � � I �_-/_ _.. . _? —�_r'a �X I � ."'i. �.<!=•�: ��' t v C'i� _ Q� F L/�, r_;,; 1��_r�_[�_,7•_-_.,.._._ _-{_..2--,?._.�_ 1:�C0 ._._��.�::S.Y,�..!-- PLILT�'_.�3�T1�J�'= - - � - I'� i + };r,.:.�vt�•2 I . �� a '' r i jj-^.A� `SZ 5 tr•'ra �t �� � - I?, � T{ �� I� •f �P6 CULV u �, I V�� ''.. - '� �If `�.—.:� .. >_ ..... -'r �- .t �y .. ; i i I 4 I f _ } jj 'Aj A`=t`5- -'� J L, I_. 1 2_ �t i� i i 1111 l {, LI - ;� .o�4'i.'�r�J._�;� ,— , - — _ �_ �° ' - •oft e,z� � —-_ ,�„� �"__.�.�_ L-_y — _. �• ,a - — - -- I - — — — 5'`c L C-�T rc2 1��• P t L=- ^J UT f l lF ,1A OL�T j r ,_.-.. • � tit n,;1:�=: :_�Ll�"�i-�_..���._.�'��,-yea���„��►��"���.� •__ . �A -Sf?AGi+�QC -r 4 � ! •, ,v fib (� T�i1 .-. ���'�.!_,7�..�1�'':.= +�t- .h.�'.r...,_._.._1�1„��.,e.�- �_`:. ;�•4�s�i'T" � _._����i_�C3� [ MY:�..fN:�, C���'=.C2a�_ _.t... 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