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'i"i, .: I � ,�,,, ,�I l � ' �,';l �l "I _1 .,�: . , n I -�, 11 �,�,,,�,,��jr;;,__g.­�, ":_-1- 11',,�. , " � t, �,;­,l;',�� �­,4,� ' ' . ­, 11-1-.1 �Q_,:1111 I I i 'i. '_ .1- I I'.1.�; 101� I ; i I , , I -1, Wo ,il 1,d I -,*,111,1` ;,., � ,,i,� -,�,,,�, i '�� ;,, r ,, ij:.'t . I", ,,"i'�,oL I ",k'fj­ll,,�i;;!� q,, 4Lrlo;...............���������������,�,�,�,�,�,�,�,�,�,�,�,�,�,�-,,,,',,," I ­;""K�,�,�,A;"ix �, � ,, -,,,"'; ,; _�fl ��,I; .i- -ti,5,,"6,i;",�, . I"�"-.�)!,��,��!-",A,-,�L,-..:,-,�,�,q�,����?'.,!:V��'�t�k��,���;��i,,-.-4!�,.e�', __ ?�m,,,,01�,.;,.�i - ,,,,,,,,,,,,,,,,,,,,,,,I 'I",i..� i�k , i, �_�,�',�"",J' ,,""',,,I ill',--i,wi�Aj!�-4, il � �� �. r�..ii�t ,�al,�,,,,,�`-�,i "`!�! � _'J� _ Q ;,,-, ,-,:�, ;t-",,�;1111�1", , ." _-,", �, ,,""", "'; %544 T Sn': 11 �i'iill,- �� I I,1 ., t'i-i ll 1_tiLLr,,,o1,,j" � ,�i '' Ev. � ", j �, d` I "'I'll: it T , ___ � ,", 1HE' ti j Town of Barnstable x i Regulatory Services * •ARNSTABLE, y MASS. Thomas F. Geiler,Director �p .gq s6 ♦� TEO39 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 January 28, 2011 Zygmunt Milkowski 32 State Street Apt.1 Milton, Ma. 02186 e , RE: 116 Elliott Rd., Centerville, Ma. Map: 248 Parcel: 056 Dear PropertyOwner: This letter is in response to an application submitted to do work at the above referenced address. This office has contacted you regarding the application and additional information that is needed in order to proceed. To date,this office has not received the: requested information and; therefore, unable to'approve the application. Should you wish to proceed, you must submit the information requested. If you have any questions regarding this matter,I may be reached at (508) 862-4034. Respectfully, e . Lauzon ,�U" Local Inspector (508) 862-4034 Q:zoning5 `. 'Town of Barnstable Regulatory Services EARNSTABLE t Thomas F. Geiler, Director 9 MASS, g ' s6J9. Bi ildin Division p�Fo �" g 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: , i1kOw.sk i Map/Parcel: �y8�� Builder:_ Project Address j•)� t().o4+ r The following items were noted on reviewing: ho w w o v� w••� keg"n� t L�'G 11 0., wr OG 4 e "� tYl�wt�► �'� �If lwJa��S Ms►+ '�'Or yew Ws+� , J, s t 2tS. OT f'a' " I k J►1.. %%J dim ro O Reviewed by: Sid `y W to wN ; D ate: -12_1 0 z .Q:Forms:Plnrvyv C7DD -o 1 -i0 =rQm-i qq� === m 1 HD -<OCO m {-<'o D-I---i Zo I =-I DOHS 73 3=r Z 3 1 mm Z rZ m:mm" GJaH H 1 ••.• ZT=O H =Tm mOm i I I—iDHO -1HD ••r-Z I CnHZT7 mmo m:Ilo _0 1 --\ =Nr)CDq •< -n�z om D 1 0� D-am�o 3 --S •-O 1--4 :'oZ mi ..Z .. O 1 \ mDCA Z C- i Om�7-i -i m 1 Gl MOD m rl r CD m i 0 C7N j D DO r � O 00 O Q"I N 000 O 1 w 000 O I CT) I i I 1 i I _ 7 t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 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 ; Project Street Address Village re(d t Pw o', �. Owner n'Yt i I vJ ° e ddress CM f_bf�_ R<1 Telephone S Permit Request R ' �. 1-- Square feet:`1st floor: existing 1(2Q,proposed 5_0q 2nd floor: existingV osed S6otal new 50/ Zoning District Flood Plain Groundwa S+oj 60o PF a SF Project Valuation Construction Type Ct V fD &AJ Lot Size Grandfathered: ❑Yes If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family ❑ Multi- mi ( units) Age of Existing Structure Historic Xished ouse: ❑Yes No On Old King's Highway: ❑Yes 0 No Basement Type: ❑ Full ❑ Crawl ❑Walko ❑ Other _1 t Basement Finished Area(sq.ft.) f Base ent U Area (sq.ft) , ;r Number of Baths: Full: existing ( new Half: existing C new 0 R; Number of Bedrooms: 21 existing fQ n Total Room Count (not including baths): existing ne First Floor Room Count Heat Type and Fuel: ❑ Gas , )dbil ❑ Electric ❑ er Central Air: ❑Yes 5No Fireplaces: Existing-hLQNew F) Existing wood/coal stove: N[Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size - Barn: ❑ existing ❑ new size_ Attached garage:21 existing ❑ new sizZ hed: l'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 Z V I\'1 U 41 -C ZOfl A M t w O wn ig l elephone Number 50 8 5314 qs 7 Address co 'i I L 10 Rd License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO — 10 SIGNATURE DATE D FOR OFFICIAL USE ONLY ANPLICATION# - DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER _ DATE OF INSPECTION: FOUNDATION FRAME - INSULATION ... FIREPLACE ELECTRICAL: ROUGH FINAL '""' PLUMBING: ROUGH F10AUg- GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t. The Commonwealth. of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street ` r Boston, MA 02xxx „t t -www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elecfricians/Plumbers Applicant Information Please Print Lebbly ) 7'Y G- M U 1�f i N1 L'LU'_ b I&sy1 NaI110 (Business/Organization/Ijjndtvidual : �.' ' Address: L LL T x Ci /State/Zi � �t Ul �26 one #: � �3 J ' p• Are you an employer? Check the appropriate box: Type of project(required): I.❑ I am a'employer with 4• ❑ 1 am a general contractor and 1, New construction * have hired the sub-contractors + . 6 ❑ employees (full and/or part-time). • � ,listed on the attached sheet. .7. � Remodeling 2.0 I any a sole proprietor.or partner- , ship and have no employees These sub-contractors have g•, Demolition t employees and have workers' , working for me in any capacity.A 9. Building addition , comp.insurance.$ ` [No workers comp: insurance 10.❑ Electrical repairs or additions required.] 5• ❑ We are a'coiporation and its' ' 3.�/,am a homeowner doing all work officers have exercised their' 11.[]Plumbing repairs or additions right of exemption per NIGL' myself. [No workers comp g. p 12.[z Roof repair's insurance re uired.'t c..152, §1(4), and we have no q ] inployees- LIYn Oth '[No workers' + e er comp.insurance required:] A *Any applicant that checks box#] 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. ` kContractors that check this box must attached an additio'rial sheet showing the naive 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 d Insurance Company Name: p Policy#or Self-ins,tic.#: 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). Failureto secure cove rage.as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . foie up to$1,500.00 and/or one-year imprisonment, as well as civil-penalties in the form'of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised'that a copy of this statement may be forwarded to.the Office of Investigations of the_DIA for;insurance coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above is.true and correct: Si ature: Date' Pone# 5 0 9 LJ��`T 15 7 [[64.other. l use.only. Do not write in this area, to be completed by city'or town officlaL o. „ , +1 C r Town. " Permit/License# ' g.Authority'(circle one). ' rd of Health`2. Building Department 3. City/Towii�Cler.k 4.Electrical Inspector 5.Plumbing Inspector ct Person Phone#: Information and. lustructi®n's Massachusetts General Laws chapter 152 requires all employers to provide workers',compensalion for their employees. Pursuant to this statute, an employee is defined as ..,every person'in the service of another under any contract of hire, express or implied, oral or written." u 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 le gal.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, constnictibn 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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any o has not produced acceptable evidence of compliance with the insurance coverage required." i a licant wh P subdivisions shall PP states"Neither the commonwealth nor any of its political subdiv � •Additionally,MGL chapter 152, §25C(7) st ce y� insurance enter into any contract for the performance ofpub)ic--work until acceptable evidence of compliance with the r requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along with their certificate,(s) of insurance. Limited Liability Companies (LLC)or Limited-Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,apolicy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affrdavit. The affidavit should be relm-ned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should-you have any questions regarding the law or if you are required to obtain a workers'lease call the Department at the number listed beloyv: Self-insured companies shou ld enter their compensation policy,P. self-insurance surance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permi0license number which will be used as a.reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town).`A copy of the affidavit that has been officially stamped or maiked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venlure (i,e, a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. - The Department's"address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7-MASSAFE Fax# 617-727-7749 Revised 4-24-07 www.inass.gov/dia A FYC Guide to iYood,Cons•tr-irctiorr in HILO. PYMd A, reus: 11 D'ncph -Wirid Zotie Nlassachlisetts Checklist gaff Compliance (7so CrOR 5301:2.1.1)' L1 Check { Compliance 1.1 SCOPE h Wind Speed (3-sec. gust)... ..... y. ....... 110 mp Wind Exposure Category... ... ..... ............. .. ... .. .... 9 Wind Exposure Category....... ....::..Engineering Required For Entire Project .._......... :..0 . 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories' <--_ 2 stories (Fig 2 ..................:.. ....... :..... s 12:12 Roof Pitch ......:................... .... { g ) m , Mean Roof Height ............................................................ . .(Fig 2} .__C .... ::..... ft <_'33 Building Width,W .... ... .. . (Fig 3) ...... ...........................' — 8 f (Fig 3 •'ft _<So Building Length, L ............. ( 9 ) • <3:1 Building Aspect Ratio (L/W) (Fig 4) Nominal Height of Tallest Opening ................................. .(Fig 4)....: .:.. §, <6'g 1.3 FRAMING CONNECTIONS r + ~ General compliance with framing o6nnection5 .... .. .(Table 2).:....... :... ... . 2.1 FOUNDATION x .. Foundation Walls meeting requirements"of 780 CMR 5404.1 ' Concrete........................ .... .:........... ....... ....... ....... ........... . . ..... Concrete Masonry ..,.. '. .,..:..' 2.2 ANCHORAGE TO FOUNDATION s 5/8"Anchor Bolts,imbedded or 5/8" Proprietary Mechanical Anchors as°an alternative in,concrete only . Bolt Spacing-general .....:..: •.(Table 4) ... n , , in <'64 12^ F ..r a .1 Bolt Spacing from endtoint of plate.... ..........: (Fig 5) ..w ... Bolt Embedment-concrete:... _:..::.:. ......r. ..:.... ....(Fig 5) .................'.:... .....:..............:..._in:>_7" Bolt Embedment-mason .. ......(Fig 5) masonry., Plate Washer.................. . .....:...... .:. ...... : ..........:.:(F.ig 5) ....................... .................. >3'x 3'x'/•" 3.1 FLOORS Floor-framing member spans checked .................... ...(pe'r780 CMR Chapter 55)................................... Maximum Floor Opening Dimension .........................(Fig 6) ft<12 P 9 Full Height Wall Studs at Floor Opengs less than 2'from Exterior Wall(Fig 6).:: .....:........ :. :. _ .. rn X'. Joist Ma 'Surn Frtlin r LoadbearinckWails or Shea er PP 9 9 rwall... • : (Fig.7) — _ft <'d. Maximum Cantilevered.Floor Joists Supporting Loadbearing Walls or.Shearwali..:......: .(Fig 8) .... ... .. ... ... _ - 4 r ft �.d Fi 9 ...._. k. Floor Bracing at Endwalls.. ( 9 Floor She Type ..:_. (per 780 CMR Ctiapfer55)_.: (per 780 CMR Cha ter 55 in. Floor Sheathing Thickness (P P ) Floor Sheathing Fastening...................................................(Table 2).. 'd nails at in-edge 1=infield 4.1 WALLS + `. Wall Height Loadbearing walls .:,..... ....... . .Ty.. .. ....... (Fig 10 and Table 5).. -ft;<_10' Non-Loadbearing walls :(Fig 10 and Table 5)'.. ft :5 20' Wall Stud Spacing c........................4 ..::. . ...:" . .....::.. .(Fig 10 and Table 5).... in.<_24"o.c. Wall StoryOffsets ...°'. ..... ..(Figs 7&8)...: ft c d ..... ..,......._ 42 EXTERIOR WALLSs 4 i.• % t Wood Studs r _.. , ,(Table 5) �..,: ....,... . Laadbearing,walis ..-.... .......:.... .... .. 2x_ _ff_m Non-Loadbearing walls ....'............... ..... ........(Table 5) ...... ....2x -_ft_in :Gable End Wall Bracing F Full Height Endwalt Studs (Fig 10) WSP Attic Float Length...:..: . .: : . ..'.. . ..... -.°::.... ....... .. . .. . ...: ft zW/3 �..: .... ....:_ftz0.9W' i Gypsum Ceiling Length(if WSP not used) : : :.(Fig 11) and 2 z 4 Continuous,Lateral Brace @ 6A. o.c. ..(Fig 1 i) :.. .... ` or 1 x Tceiling,furring strips @ 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 16d`common nails).... ..:.: . .(Tstile 6) :........ .... ..... ... :..._ ' it AWC GWde to Hlood Corrstrtictioir im. High Ihind Areas: I10 rrrph I-Vind Zofig Massachusetts Checklist for Compliance (7s0 Ci\'fR5301.2.1-I)' Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)......................................................... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)...............................-........................ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)............: ft in.<- 11' SillPlate Spans ................:.......................................(Table 9)................................... ft in. < 11' Full Height Studs (no. of studs)....................................(Table 9)...-.....-..................-....... ...... .... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)...............................--.—ft—in.5 12' Sill Plate Spans...........................................................(Table 9)...........:......................_ft—in.5 12" Full Height Studs (no.of studs)....................................(Table 9).....................-...............-................. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Openingz .........................................:..............:..... ......:........ <6'B" SheathingType.................:.............................(note 4).........-.........:...-..-...--.-:.-.....:...:.. ..• Edge Nail Spacing.........................................(Table 10 or note 4 if less)...::....-............... in. Field Nail Spacing...........................:..............(Table 10).............--.......-...................,...... in. Shear Connection (no. of 16d common nails)(Table 10).......................................:..-,............_ Percent Full-Height Sheathing able 10 ...............................:....................—% 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening 2......................................................................... -<6'8"_ SheathingType..............................................(note 4)..............................................:...... Edge Nail Spacing.........................................(Table 11 or note 4 if.less)........................ in. . Field Nail Spacing.....................:.....................(rable 11)................,........................,....... in. Shear Connection (no. of 16d common nails)(Table 11).......................................................— Percent Full-Height Sheathing.......................(Table 11)......................................................._% 5%Additional Sheathing for Wall with'Opening> 6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?....................................:......................... ............................................................... 5.1 ROOFS Roof framing member,spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....................................................(Figure 19) .............. ft<-smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....--•.........................................(Table 12).-......................................:...U= plf Lateral..............................:..............(Table 12).............................................L= pif Shear........... ...•-• .. ---•••-..................... able 12 = p plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............... - Gable Rake Outlooker..........................................(Figure 20) ............._ft<smaller of 2' or V2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......:....:..........:........................(Table 14).........................................:-.U= Ib. Lateral(no. of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) -..........: Roof Sheathing Thickness......................................:..... ............................................. in.>_7116'WSP Roof Sheathing Fastening............................................(Table 2).............:.................... Notes: 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 1 Ba and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing 'requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. A1Y'C Cidde to lj'oorl G`oii,cirrrctio�r%r�.11i�h YYinrf Ai-eas' 110-,/zph Yllind Zone 11�Iassachusetts Checklist for Compliance (780 C1111Z 5301y,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 7/16",and be installed as follows: 1. 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 at 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 1 mile or closer to shore(generally,south of M 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) t 6.Wood Frame Construction Manual (WFCM)for 110'MIPH, Exposure B may be obtained from the'American Wood Council. ° (AWC)website. ; • " r .... ♦ CAM ,x _ Is .S. a .. -t -WHEN THIS EDGE FtEsTS ON FRAMING USE8d MAILS - AT6-ox_ « ` if 1, 1 17. • II' II 1 0 .. - If if � ►'D- it •�j a . ,. r, ' •• d � ' 4. ,1.'• . of I 1 1I - 'I•I 1i ' 1 Z ' 1. Q CLt'JQIf �1 m It. It ' •.,�. is i... ' °" 2 1 I Q i i ., I" 'FRAMING MEMBERS ❑ EDGER�TFRMEDIATE II Li IL r1 1 w ' fL 1 i 1 STAGGERED 3 MM L t " NAILSPACkJG 1 � NAIL?ATTEAN�• � PANEL a PANEi_ PAW_EDGE � DOUBLE"LEDGE SPAC 4C DETAL See Detail on Next Page fi Detail Vertical and Horizontal Nailing -Vertical and Nofizontal Nailing for Panel Attachment . for Panel Attachment a l r ' oFtKWE ro Town of Barnstable Regulatory Services Thomas F. Geiler,Director , Building Division u Tom Perry,Building Commissioner, 200 Main Street,Hyannis,MA02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 - r ' 'Property Owner Must F >• }, Complete and Sign This Section y If.Using A Builder ..•t �,.. n Jt I, (:� (.4 IV ( w i as Own of the subject property, hereby authorize :• to-act on my behalf, in all matters 'relative to work authorize ythis bull g permit application for ,. - t EL T� y- ! r (Address of -b) Si tore of Owner,, to wy M1C,� .. Print-Name - if Property:Owner is,,applying for permit please`complete the Homeowners License Exemption Form onlhe reverse side., a Q:FORMS:OWNERPERMISSION a a Town of Barnstable pFTHE Tp� Regulatory Services •` BARNSrABLE Thomas F. Geiler,Director Huss. 0.19. +� Building Division ATE p A 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 P rn Please Print DATE: I V JOB LOCATION: q t 1 C r T cJ CP(n 4-,e y LWle- number street village "HOMEOWNER": ZXgi Up` CM( LVQWSV=1609 5-3gq�1n r v I 7Z- 1705? name rr home phones work phone# L CURRENT MAILING ADDRESS: I f �� 1q Qr e vt+ey rr M0 Qt632 city/town state zap 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. r Signature of omeowner t 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:\WPFILESTORM S\homeexempt.DOC 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STAN ARDS �l SHE MASSACHUSETTS STATE BUILDING CODE (t-�,tz, M A Lev j C DI � ": A WC Guide to Wood Construction in High Wind Areas:I10 mph Wind Zone �� F Nu.3;17 7a Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' STRUCTU,AIL Check (t 2 x Compliance __— ` 1.1 SCOPE Wind Speed(3-sec.gust) ...... .. .. ...... .. . .. . .. ...EAT( 4.1pQ I10 mph Wind Exposure Category . . ...... .. ........ .. . ..... . .... .... .... ... .. ... B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered st ry) stories s 2 stories _ Roof Pitch ... .. ... .. .. ...... . ..... ...... (Fig LZ... . ... . .. i/Zs 12:12 _ Mean Roof Height ... . ... . . . .. . .. . .. ...... (Fig 2) �.. ft s 33' _ Building Width,W .. ...... .... ..... ...... (Fig 3) ...I.(,!...... ... ... _j 2 ft s 80' _ Building Length,L ... (Fig 3) I h Lft s 80' _ Building Aspect Ratio(L/W) .. .. ...... .... . (Fi 4) = i.... .. ...... . s 3:1 _ Nominal Height of Tallest Opening' ..... .. . •. (Fig 4) . . . . ,$.:........._s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...'(Table 2) .... . .. . . . . .. . .. .. ........... _ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ......... ........... .. ... . .. . ..... .. .. . .... ... Concrete Masonry . .. . . ..... ... .. ........ .... .... . ... .. .. ....... .. ... ...... .. 2.2 ANCHORAGE TO FOUNDATION'•' %"Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an 41temative in concrete only Bolt Spacing—general............. .. (Table 4) •Mr. P'[,_: � ' — Bolt Spacing from end/joint of plate ....... (Fig 5) ............... � •tn. s 12" Bolt Embedment—concrete............ .. (Fig 5)...... ... ... .. . ........ . n.z 7" Bolt Embedment—masonry......... ..... (Fig 5) .................. a in.z 15" Plate Washer . ........................ (Fig 5) .... z 3"x 3"x 1/:' 3.1 FLOORS — Floor framing member spans checked ......... (per 780 CMR 55.00) ..... Maximum Floor Opening Dimension.......... (Fig 6) .............. .. _ft s 12' Full Height Wall Studs at Floor.Openings less than 2'from Exterior Wall(Fig 6) ............. . Maximum Floor Joist Setbacks - Supporting Loadbearing Walls or Shearwall (Fig 7) ............... =ft's d MaximumsCantilevemd Floor Joists Supporting Loadbearing Walls or Shearwall . (Fig 8) ....... Floor Bracing at Endwalls........... ........ (Fig 9) ......... .........!.......... .. Floor Sheathing Type . ................ (per 780 CMR 55.00) .......... .. _ Floor Sheathing Thickness ................. (per 780 CMR 55.00) .............. Floor Sheathing Fastening................... (Table 2j-Ld nails at in edge/, in field 4.1 WALLS Wall Height. Loadbearing walls :.. ............. (Fig 10 and Table 5) ...... ::.�151t s 10, Non-Loadbearing:walls ................. (Fig 10 and Table 5) ........... ft s 20' Wall Stud Spacing.................. ....... (Fig 10 and Table 5) ....... in.s 24"o.c. WaI1;Story Offsets ........................ (Figs 7&8) ..... .. .. .. =ft s d `... 4.2 EXTERIOR WALLS' i } Wood Studs Loadbearing,walls (Tab] 2x ft in. Non-Loadbearing walls ................ (Table 5) Gable End Wail Bracing' I Full Height Endwall Studs............... (Fig 10) .. _ WSP Attic Floor I:en th t 4 ' g .... ... (Fig.l1) ffv {a�l=ft zW/3 - .. 't wsp........:- Cc P�_y and 2 x 4 Continuous Lateen. race®6 ft.o.c...(Fig 11)......... `,.. _ or.1 x 3 ceiling furring strips Cgs 16"spacing min.with 2 x 4 blockingCep 4 ft.spacing in end jost or truss bays ......... . ....... ...... ...... .. .. ... .I:.... .... .. ,:...:. Double Top Plate Splice Length... ... . . . . .... . ... .. .. ... . (Fig 13 and Table 6) .. . . ... ..........2`ft _ Splice Connection(no.of 16d common nails)(Table 6). . ........ . .. ... . .... . ...... 1054 780 CMR-Seventh Edition '12/28/07• (Effective 1/1/08) ik� PO TH OF oat +�SS9 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS I to r t,ul�'T �D MICHELE RVV> t�'��1PPENDIas -Ir Lt t"i N o CUD110 , I I I ,Z No• 34774 , Loadbearing Wall Connections ` X lbr� � l•Z OF STRUCTURAI Lateral(no.of 16d common nails) ......... (Tables 7) . .. ..7!. . .. . ..... ,,...• . Non-Loadbearing Wall Connections '— �9`cr� FE° Lateral no.of 16d common nails . (Table 8) 2 . . ...... . Load Bearing Wall Openings(record largest opening but check all openings f r compliance to Table 9)^ Header Spans.. ........ ............... (Table 9) .?j�.R u. 2 ft in. Sill Plate Spans ..... .:.. .......... i' — —' .. (Table 9) .-�.. .. . . ft_&in. s I I' Full Height Studs(no.of studs) ........... (Table 9) .. . .I. . . . . ... ....... . H/ Non-Load Bearing Wall Openings(record largest opening but check all openi gs for corn liance to Table 9) I Header Spans...... .. . (Table 9) �,..(B .r. .. ... ft in. s 12' Sill Plate Spans.... ... .. . . 1O ••• • • ••. ... .., (Table 9) .Q�.t. ..:. . . .. . L ft in,s 12" _ Full Height Studs(no.of studs) ... . ........ (Table 9) . ..3 . .. . . . • • .. ,. .. ,. _ Exterior Wall Sheathing to Resist U�and Shear Simultaneously' Minimum Building Dimension,W C2 a$ Q�Y I- L'-� Nominal Height of Tallest Opening ' 1 l 3 ... . . ... . .. . . `i 6,8„ Sheathing Type .. . .. . . .......1... ..... (note 4).. ... ........ ' Edge Nail Spacing . . . . ... . ...... ..... (Table 10 or note 4 if less) . . . ... . m. Field Nail Spacing . . .. ......... (Table 10)... Shear Connection(no.of 16d common nails)(Table 10) �y Percent Full-Height Sheathing .......... (Table l04:A+, . L30116 xll 5%Additional Sheathing f Wall with Opening>6'8"(Design Concepts)...... .. ... Maximum Building Dimension, t u —' Nominal Height of Tallest Opening ........ s '8" _ Sheathing Type ...... ... ..... ........ (note 4)......... .. .. . . ...... . Edge Nail Spacing . .. ..... . ... (Table I 1 or note 4 if less) . ........ in. _ Field Nail Spacing . .....:........ .... (Table 11)...... ......... ........ n Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing .. ....... (Tablell)3�rr4.X16.-(•j,'�.1 ..15.rc � rZ�$ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......:. Wall Cladding — Rated for Wind Speed? :... 5.1 ROOFS Roof Roof Overhang member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _ •••••••••• (Figure 19) ...... ft s smaller of 2 or L3 Truss or Raftec:Connec;dons at Loadbearing.Walls Proprietary Connectors L8� (Table Table 12). .. . S 1 0 �' L iJ�'107i 5 Lateral: .. . shear.. .. ... (Table 12). '�(0 I:� 2►S� ................ (Table 12)...`�•6 S=—u Ridge Steep Connections,i collar o a e 21 Table 13 _ Gable Rake Outlooker . � r P 8 ( )............. T== (Figure 20) N/� . _ ft s smaller of 2.or 1l2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift .:: ...................... (Table 14)... U=_lb. Lateral(no of 16d.cornmon nails) ...... (Table 14).......... L Ib: 'Roof Shewhing Type ,.; . (per 780 CMR 58:W and Roof Sheathing Thickness a in..2 7/1 ASP Roof Sheathing Fastening .................. (Table 2) Q?C�Notes: 1. This checklrst shalh.be net in its'.entirety, excluding the specific exception noted in 2, to comply with requirements of 780 CMR'5301.2.1.1 Item 1.If the checklist isimetiri its entiroty hen the'�following metal straps and hold downs<aro not required per the WFCM 110 mph Guider a.,*°Stcel Straps per Figttre 5 .. b. 20-Gage . ge S ttnps per R rel 1 c. Uplift Straps per-Figure'14 d. Ati Straps per Figure.17 e.`COmer•Stud Bold Downs per.Figure 18a and Figure i8b 2. Exception.Opening heights of up to ft.shall be permitted when 5%is added to the percent full-height sheathing s roquinen.wnm sie.+•r:..TwbJar 70 once r r. - . 3. The bottom sill plate in exterior wails shall be a minimum 2 in.nominal thickness pressure treated W2-grade. 4. a. From Tables 10 and I land location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1055 ANTONI SZERSZUNOWICZ P.L.S. c/o AGH Engineering 166 Water Street Stoughton MA 02072 (617) 686-5057 fax (781)297-5612 May 22, 2008 Zofia Milkowski 32 State Street Milton MA 02186 Re:- 116 Elliott Road, Barnstable MA - property lines stakeout certification This is to certify that I surveyed your land and set multiple markers on property lines corners and also points on line. There are some encroachments by fenced garden, shed and evergreen bushes as shown on my sketch enclosed. r Antoni Szerszunowicz PLS...... .. .» ....Q G». ,.�1 - • •O OF qd ANTONI 4 Cl SZERSZUNOWICZ m?? 21 No.36384 •��°�' gFG/S'IE��� �� sin Is PIPE ELLIOTT ROAD PIPE STAKE BOUND .� STAKE STAKE < LOT 1 STAKE 30020 SO. FT. STAKE CGS PIPE SF STAKE PIPE STAKE �. STAKE +✓+ FENCED STAKE GARDEN STAKE PIPE I COMFY,THAT THIS PLAN IS BASED ON AN ACTUAL FI SU OF SKETCH SHOWING PROPERTY MARKERS ANro 0 116 ELUOTT ROW!) UNOMC BARNSTABLE ( HYANNIS) MASS. o No. 36394 SCALE : f= 40' MAY 22, 2008 AGH ENGINEERING s�NAt�NQgO 166 WATER STREET STOUGHTON, MA 02072 PHONE (781)344-2386 GRAPHIC SCALE 40 0 20 40 80 160 �{�Il PIts' C.B. FIB 4.44• LOCUS MAP SCALE 1'— 2OW . ELD"IL HRMMM P ' OIL ,2410 P. ,16 ASSESSORS MAP 246 N FRONTAGE Zo' � ARM-43.5W SF • vas FMHM won+- low SETBACKS FROfR - 20• SWE = 10• REAR — 10r ` RDW ZGW W eW4+ MBLE ,P - COMMUMIY PAML 25WIS 0005 0 JW 2. 1992 pj�C GRom wxrER PROIFCM OYERIAY -1MP O1YIM OF REi00Ro: . AUftaA O. HBKXL # 1 r 1 MAbDUBNUZ D PffERENCM- 0® 900K 130 PA,M 1150 PLAN BOOK 523 PAM 51 / `� 30.0lp�sift.# s: a I&M OIL 13294 P. 11 I.P. N S8. 57" BARNSTAME PLANNING BOARD �• APPROVAL under the SUBDIVISION CONTROL L&W NOT BBQUIRBD FWM s PAucu+E CAI M 11092 P.-15f DAIS- NOiE: -- SEE BOW OF GATT „ ow s OFF 9J01C 19: SEE BMW OF IaC _ AT T CIM ZMGMEEMS NDTP- DEED MW 19! Low SURVW029 . N0 DBERWiA110M AS TO COIPLMM WRN IFS 9.19 IDSuI St. yazmO,iM IM MM OltD K4=f=MMMM HAS SM4 WOE OR 81MM Bf IM A90YE 9i0N0iBM R 04-18 -� _____________ II ,I I I� 11 SHED I �� II I� I , I� �I --------.'.............................................................. BATH FAMILY FAMILY CLOSET O - KITCHEN ----3. - I '. I LIVING - - � I PORCH ,. PORCH DECK I I I • I ------------------J - - EXISTING FLOORPLAN 1/4" 1- ____- .AREAS TO BE REMOVED ^.4 •NEW GON5TRUGTION , j I ` CA )S3 (N)FOUNDATION BELOW 41, `t;•..^;ca 9,2 X 12 0r 11 718#110 TJI I II I ! I I �A&MI I Al II E I I S3 GENERAL NOTES AND MATERIAL SPECIFICATIONS: C S3 ! i i I i i I ! i i I I I FOUNDATIONS All workmanship to conform to the requirements of the Massachusetts State Building Code, I I I I I ! I I ! I I I atest edition. II I 2.For site locadon and grading information,see Site Plan,by others.I I ^7 I I ! I I I ! I I 3 Assumed net allowable soil bearing capacity,q-3000psf,for a medium sand/gravel T .1I composition.Other sails encountered contact the Engineer of Record. 4.CONCRETE:Minimum 28 day strength,A,=3000 psi,3/4"aggregate,designed per I I I u I I I I I I I f 1 ! III I I Americam Concrete Institute Code,latest issue,maximum slump-4". a.)Anchor bolts,ASTM A307 galvanized,min 5/8-diameter,12"long w/2-1/2'hook spaced per checklist U ON.or in concrete piers w/Simpson ABU-Series base;SPACED 2'a/c f r Milt. slab on grade construction(i.e Garage). - 2 X 10.16-O.C. FRAMING I i I � - ! I I I I 1.Allworkmanship to conform to the requirements of the Massachusetts State Building Code, BATH ! I I ! T, latest edition 2.STRUCTURAL DESIGN LOADS: Dead Loads:Actual Weight of Building Componenets. Live Loads:Snow Load-30 psf)plus drift)with application reduction. ATTIC Storage-20 psf .. Living Floor-40 psf Sleeping Floor-30 psf Decks and Balconies-60 psf CE $3 DN Wind Load:Criteria used for 110 MPH Exposure B CLOSET O 3.Structural Steel:(as required) aJ ASTM A572 Grade 50;Shop paint rust inhibitive paint.Thru-bolts:ASTM A307, KITCHEN 1/2"dia.;pu hed holes:9/16"dia. 3? b.)Welds:Shop weld cap and base plates to columns;shop weld bearing plates to beam; se E70xx electrodes. - 1 - - Altematvely,field weld by certified welders. c)Deflection Criteria.U360 total bad deflection. REPAIR(E)STAIRS 4.Timber Framing: TO CELLAR a.)All new timber framing:Spruce-Pine-Fr No.2 with f1N1000 psi,E-1,300,000 psi, or better. - b.)Pressure treated timber(P.T.),Southern Pine with Fb-1300 psi,E-1,600,000 psi, or better ` C.)Laminated Veneer Lumber:All L.V.L.shall be 1.9 E ES Fb-2900 psi,E-1,900 ksi, - Fv=285 psi Fc-0er=750 psi,Fc.yar-3035 psi.Parellam(PSL):All PSL shall be min. 1:9E ES with Fb-2900 psi,E-1,900 ksi,Fv-285 psi,Fc-per-750 psi,Fc-par 2900 psi.Note that Microllam and Parallam may be used interchangeably. I.'Defection Criteria:U480 Uve Load,U360 Total Load 2,2 X 8 ' 2.Optional:Provide shop drawing submittal of engineered lumber Systems for approval prior to materials purchasing. 5.Metal Connectors: As Manufactured b Simpson Strom Te Co.shall be handled and installed t � i manufacturer re ir ments,with all nail holes filled with the nail size specified b LIVING F I I r ! I I@! '�' I I / I I or heraln. quire y in gr. Rafter to Ridge Beam:Simpson LSSU-series,or Simpson Straps over top of plywood, S3 I I I I I I r =I=1 spaced 48"o/c Rafter to Ridge Mate:Collar ties min.1 x6@4B"o/c at top or Simpson SoapsI ! ! ! I I ! I I I I ! b.)Rafter ends top op over to of plate 5 d spaced.SA48Q o/o mpsan'H2.SA c.)Band Joist:Simpson straps @ 48'o/c I I ! I ! PINING I ! I I I B 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes" S3 _ in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at Completion of lob. 2 X,O,16 O C. ! ! I ! ! ! ! ! I ! -7.alotlnng. }I I I I I I I I I I I I _ )Blocking shall be sold blocking,2x minimum and full depth of member. 2x 4©/2 H/A/ - b.)Stud Walls:provide blocking at 8'-0 a/c,maximum height.Comers to be blocked " @ 48"o/c with plywood edge nailing to this blocking for the fiat 48"of these buildng corners. - c.)Nailing Schedule: - Solid.Blocking to Bearing 2-8d toenails ea,side (N)FOUNDATION BELOW r Blocking Between Studs 2-10d toenails ea.end,or 2-16d endnails ea.end. 15•-2. 1' d.)New Framing:Provide 2x blocking far 2 joist/rafter bays and spaced 48"a/c in joist and rafter plane at all edges attach plywood edges to the blocking. 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studsl6d@12"staggered a.All nails shall be common wire nails. PROPOSED FLOORPI-AN 1/4"-1' b.Sub-bare where;nails tend to split wood. 9.Headers less than 4'.0",use 2-24;all others per MA State Building.Code Table 5502.5 (1)and(2). + i 00 INITIAL ISSUE 13/2010 12/ NO. DESCRIPTION DATE TITLE: FLOOR PLANS WITH STRUCTURAL MODIFICATIONS PROJECT: RENOVATIONS 116 ELLIOT RD.CENTERVILLE MA v Acid FO—R. ZYGMUNT MILKOWSKI ' Zo` MICHEL DILD ° COTUR AL w MICHELE CUDILO,P.E. No.34774 6TflUCUR a Consulting Structural Engineer w 723 COTTONWOOD LANE,CENTERVILLE,MASSACHUSETTS 02632(500)771-7601 lN'"°" 1/-• JOB NUMBER: 2010-161 1 DRAWN BY: DRAWING NUMBER: SCALE: AS NOTED DATE: DEC.13,2010 S-� ^''yWP MEMBRANE "'a�r'�in'r�6 ` S •NEW CON +' a• , �, la Z, �'' NICK t4 y. bFr2T ELEVATION 1/4•-1' II ! ! ! I I I I I 2X 12,24'O.C. , I I I ! I 3,2X VHDR 2X12 RIDGE PLATE 3,2X 6 HDR COLLAR TIE,SEE S3 - --- J L_ ,� ——_---• ----_----.---_.•--.—• i SEE WFCM FOR TYP.HDR , STUD POCKET 2 X 1216.O.C. PROPOSED ROOF PLAN 1/4" 1' '° JJ LINE OF AREAS . ❑ Elj� �'r�f3 �,,, • TO BE REMOVED TYP. IEW CONSTRUCTION -- 9f —c §� f'-- �� z�� ���� � t '�h a Yap' � '� �� z'3�. "�n ,'�f?�.•§ >� I p,_ � a'34u - rr Js�z�' < d a RMAN S'd K L &t $ rvx Z.t�,3 Rd %R - '+K Y } �ems` $ • rp,17 _Jr14,17 '`� -SOUTH ELEVATION 1/4° 1' p a41M•°7t 02 ARK ................... E65T ELEVATION�1/4" 1' - \ DD INITIAL ISSUE 12/13/2010 NO. DESCRIPTION - DATE TITLE: ROOF PLAN AND EXTERIOR ELEVATIONS PROJECT: RENOVATIONS 116 ELLIOT RD.CENTERVILLE MA 3�HoF�,• FOR: P� MICHEL'E`4A=„ ZYGMUNT MILKOWSKI _ CUOILo F " "° ` STRUCTURALMICHELE CUDILO,P'E. o Consulting Structural MA Engineer �N��N�� ,�'A,¢�1/ �,/Q 123 COTTONWOOD LANE,CENTERVILLE, SSACHl1SETT502632(50f:)"I 1601 /- "-' �/"' ' JOB NUMBER: 2010-161 DRAWN BY: DRAWING NUMBER: T SCALE: AS NOTED DATE: DEC.13,2010 J'Z a . . OVERFRAME , SIMPSON H2.5A AT EA.RAFTER,BOTH ENDS - 31 J INSTALL CRIPPLE- _ ASSEMBLY - 2X6Q16'7YP.NEW WALLS ' (E)FRAMING V.I.F. .BLKG MIDWAY 3/4 T&G SUBFLOOR TYP. (E)FOUNDATION— SEAL UNVENTED CRAWL SPACE W/6 MIL PLASTIC • - SECTION B 1/2"=1' (E)STRUCTURE Pe y•Coe2'e- BM&JOISTS,SEE S1 c •-4X4 PO37 /SIMPgON ABU44 W s�B 4 i 0 . INITIAL IS SUE 12)13I2010 7 01'4' N . DESCRIPTION DATE SECTION E 1/2"=1' (N)FTG&'WIDE . - TITLE:PES - SECTIONS AND DETAILS SA&B SECTION F 1/2"=1' PROJECT: RENOVATIONS 116 ELLIOT RD.CENTERVILLE MA FOR'. ZYGMUNT MILKOWSKI cuD1LoMICHEL- MICHELE CUDILO,P.E. N".4an4 37Ru�rBRAL Consulting Structural Engineer 123 COTTONWOOD LANE,CENTERVILLE,MASSACHUSETTS 02632�506)771-7601 /-/✓/7�"�"�' V//rd(- JOB NUMBER: 2010-161 DRAWN BY: DRAWING •NUMBER J : SCALE: AS NOTED DATE: DEC.13,2010 -3 2X 6 COLLAR TIE.24"O.C. _ W/3,12d EA.SIDE 1 12 15 H MATCH(E)ROOF - I, PITCH Y 2 X 113,24'O.C. 1 R-381NSUL NEW CLG. y - - SIMPSONH2.5A, Glpr AT'EA,RAFTER' jb 4 H>7)C - In uuu f. .. 2X4 @16'TYP.40M WALLS .. R-201NSUL.(oj ALL " NEW EXTERIOR WALLS ,t - 518"J'BOLT @ 24'. 314 T B G SUBFLOOR TYP. V ISO FOAM _ / INSUL.TYP. 6- m MIN.TYP.ALL NEW FOUNDOS - BLKG TVP. 4 REPAR A7P-EERIM. 518"J'BOLT Q 48'. MIN.R30 MIN.TEMB . 6' INSUL IN ALL 518"J'BOLT 48'. SEAL UNVEMED CRAWL NEW FLOORS 10' IN. SPACEW/6MILPLASTIC YP. (N)FOUNDATION TYP. 5412'X 1- SECTION A 1/2"=1' TO ROOF 1-1/2 STORY 6- E 10 � E � REGRADE FOR POSITIVE PITCH O 2XJS7 PROVIDE SWALE AS REQUIRED. - ' 6 MIN. REPAIR CRACKED CONIC.BUTTRESS - W/'NEAT CONCRETE ASSUMED SETTING SECTION D 112"=1' SE BED V.I.F. (E)SLAB IN GOOD COND. FOUNDATION TYPE FOUNDATION RESS FOR NOTES SEE SECTIONS P 3 SECTION C 1/2"=1' FOUNDATION REPAIRS REPOINT(E)CONCRETE BLOCK&RESET IN ALTERNATING SECTIONS AS REDID, USE GROUTED CORES @N_O.O.C.W/HORIZ.TRUSS REINF.@ EA.COURSE. - j2jJJj1z ` oFIKETwo of Barnstable , . *Permit;�P r - Expires 6 s. om's e Regulato'ry`$ervicesBAMSMOM Fee 9� : �m� Thomas F. Geiler,Director z6 Building.Division Tom Perry,CBO, Building Commissioner` 200 Main Street-Hyannis,MA.02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 5087790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY Not Valid without Red X-Press Imprint v . Map/parcel Number r ©�l Property Address L L ( ,OI Ce Residential Value of Work � C Minimum fee of$35:00 for work under$6000.00 Owner's Name&Address o t r I Contractor's Name Telephone.Number 'Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) , r ❑Workman's Compensation Insurance Check one: ❑ am a sole proprietor ® ' am the:Homeowner 1 ZQf I have Worker's compensation Insurance Tviv 0 � Insurance Company Name Workman's Comp.Policy Copy of Insurance Compliance Certificate:must accompany,each permit. Permit Request(check box) Re-roof hurricane nailed (stripping rG � ( )( . pping old shingles) All construction debris will betaken to El g Y fl � Wit, O A Re-roof(hurricane nailed)(not stripping: .Going over existing layers of roo Re-side #of doors ' ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations Le..Historic,Conservation;etc. ***Note: Property.Owner must sign Pro erty Owner Letter of Permission. A copy of.the H e Improv ent Contractors License&Construction Supervisors License is required. �. SIGNATURE: y:. Q:\WPFILES\FORMS\buildingperinitforms\EYPRE S.doc Revised 051811. �IKEr Town of Barnstable 11. Regulatory ServicesBAMSTABLE {+ g ry 9MASS '$' Thomas F. Geiler,Director 1659. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b a rn sta b le.m a.u s Office: 508-862-4038 Fax: 508-790-6230 _ HOMEOWNER LICENSE EXEMPTION i q l I C� Please Print '--ATE: d� e� L r JOB LOCATION: `� (? I I" D t��..cT(o (h l /� number street village "HOMEOWNER": t49- i O(A. Sktr S _7 Z n ( tom y name home phone# work phone# CURRENT MAILING ADDRESS: a •.,C 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, bylaw,,s,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedure e uirellfts d at he/she will'comply with said procedures and requirements. T Signature o 0 l 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 alicensed 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:\WPFILES\FORMS\building permit forms\EXPRESS.doc LRevised 051811 J tNE • BARNSTABLE, • 9� ,0 Town of Barnstable Regulatory Services Thomas F. Geiler,Director 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 Property Owner ust Complete and Sign is Section If Using A ' der ko u), 41, as Owner of the subject property hereby authorizeA�0["-t e °�'S ZM'� to act on my behalf, in all matters relative to work authorized by s building permit application for: l f b (Addre of Job) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. i Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 The Commonneakh o,f Massachusetts ftarmment o,f lmdusftial Accidena 09we of Investigations 600 Washington,Street Boston,MA 02111 nw ist massgovldia Workers' Compensation Insurance Affidavit BuildersJCo ctars/Electricians/Plumbiers AUplicautInformation Please Print Legibly Name-:m-,-; ADrganizahion(hubi;dnau: of i vL- VAf, o c.15 lC t L suetel / C�-tw.," v� f(t Phone# JAM yuu an employer?Check the appropriate boa: Type of project(required): 4. I am a contractor and I �.❑ I am a employer with ❑ 6. ❑New construction • employees(full andfar part-time):s have hired the sub-contractors 2_❑ I am a sole proprietor or listed on the attached sheet. 7- ❑Remodeling These sub-contractors have ship and have no emperytes. $_ ❑Demolition working far me in any capacity. employees and have workers' [No workers,comp.Insurance comp.insurance- 1 4• ❑Butting addition' d.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3` Tam.a harnownr doing all work officers`Have exercised their 1 I.❑Plumbing repairs or additions t of on per MGL myself [No d]'ccunp. ti p 12.❑Roof repairs insurance r t c.152, §1(4),and we have no employm-[No workers'-. 13.❑Other comp.insurance required.] ;Any appiicaat that checks box#1 mast also fill out the section below showing their waikere compensation Policy inimnixtian Homeawnm who submit this affid wa indicating dwy ate doing all waik and then lice outside conductors mast submit a new affidwit indicating such_ tcoudactors that check this box must attached an additional suet showing the name of the sub-contactor amd:stste whether ornot those entities have employees.If the sub-conttacters have employee%they must pmvide dmir warken'romp.policy number. I am an employer that is providing workers cotrgmisnlion.insurance for my emplo;TAs. Below is the policy and job sr'te informadon. Insurance Company Name: Policy 4 or Self-ins.Lic.4: Expiration Date: Job Site Address: City/Statelzip: 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 imprlsonumA as well as civil penalties in the form ofa STOP WORK ORDER and a fine ofup to S230-00 a day against the-violator. Be advised that a copy of this statement may be fiarwarded to the Office of Investigations of the DIA far miswpce coverage verification. I do hereby c to der thepar a d penah,*s�uty that the inforinatim7�proueded above is true and correct 1 tare. 7 Date: . Phone#_ b / �Z Z? `? q .2 y +l7jjfcial use only. Do not write in this area,to be completed by city or town afficial City or Town: PermitUcense I Issuing Antiwrity(circle ene): 1.Board of Health 2.Building Department 3.CitylTdwn Clerk 4..Electrical Inspector 5.Plumbing Inspector 6.Other contact Person: phone 9: 6 '� - a► �1)(,l/ 0 _ Town of Barnstable .. 0 FTHEl�y� Regulatory SerViG60; R` IABLE o� Thomas F. Geiler,Director 9'"""„' 'Z' :ASS. Building Division _ ` ° l'` ' :.tt A` `Tom Perry,Building Commissioner en�� Y� g " 200 Main Street,`Hyannis,MA 02601 www.town.barnstable ma us,7�"►,, i{ ?!t Office: 508-862-4038 2 Fax:• 508-790-6230 PERMIT# �) 2 1� FEE: $ SHED REGISTRATION 120 square feet or less x Location of shed(address) " Village " Prop rty owner's name.. Telephone number,= " LV Size of Shed P Map/Parcel# . .1 .. � r •�' t, , Sign •e Date Hyannis Main Street Waterfront Historic District? Old King's Highway'Historic District Commission jurisdiction? . Conservation Commi signature is required) . p' Sign off hours for C servafion 8.00=9:30&3:30-4:30.� wr PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION'FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A , a -PLOT PLAN , . Q-forms-shedreg: ;? REV:042506 + - --- P now , 1 F.i1EA0E. ' CAL M 44e 7 1 � LOCUS MAP SCALE 1 2000' ffi OL 12410 P. 116 r� ASSESSMS MAP 248 v� P PARCEL 56 Q ZDNM RB AREA-43.W SF ' VA(BAIB;E RB D O�. / IMiQTH- 100' so 4-Zr giBACM FRONT - 20' SIDE ._ 1W ,,r�TYI REAR — tOr FLOW ZOW W BARNSTABLE COMMUWFY PANEL 25=5 0005 0 MY Z 1992 QRMW WATER FROM" W30 AY -MP OWNER R OF RmORDt AUREUA D. H993 .EV \ #116E1LlOC RWbEWrBM.LL AM /�.. 0202 REFIIt / GM MM 1385 PAGE 116D 0. TALL tab PLAN BOOK 523 PACE 51 / y 3QM s4 ft t JW OA9 aces* a.# IL36 18g7T i GEOM &JEWHE MC PHEMS OM in" P. 11 LP. IN S.B. SST PLANNING BOARD 'S APPROVAL under the SUBDIVISION CONTROL LAW NOT OQUOM FRANK & PAS CN- D& 11092 P.-15E OA7E tam- SEE BOARD OF � GATT D® BDOK 19; SEE BOARD OF GATT C M ENGUMERS NOTE DEEP_EM 12! IMAM SURVEYORS ND.GBBawWW AS 10 COMPLIANCE VM IME { 9 to mail sL yarmoUM ma zmm womoCE immeas NHS aM MADE 8 04-1 CIOLE7 OR DIIEM D 8Y DE AS ME 9 U PIPE ELLIOTT ROAD PIPE STAKE BOUND STAKE STAKE F LOT 1 STAKE 30020 SQ. FT. STAKE FF2 BG PIPE S S O � STAKE PIPE STAKE i STAKE '�✓� FENCED STAKE GARDEN STAKE PIPE I CERTIFY THAT THIS PLAN IS BASED ON AN ACTUAL FIE SUR q OF SKETCH SHOWING PROPERTY MARKERS ANTONI 116 ELLIOTT ROAD szERszuNOINIC BARNSTABLE (CENTERI u E-HYANN1s) MASS. � No. 36394 0 SCALE : 1�-- 40' MAY 22, 2008 A«ANa AGH ENGINEERING 166 WATER STREET STOUGHTON, MA 02072 PHONE: (781)344-2386 GRAPHIC SCALE 40 0 20 40 80 160 �'��+► Town of Barnstable Growth Management Department25 .�g� 367 Main Street,Hyannis,MA 02601 -Ruth J.Weil,Director Zoning Board of Appeals 200 Mtn-Street!�y,�a , kt26,0 -- Gail Nightingale, fiairtian Phone(508)862-4785 Fax(508)862-4725 October 25, 2005 Jennifer Hinckley-Needham&Matthew Needham 102 Elliott Road Centerville,MA 02632. Reference: October 11,2005,request for a 6-month extension of Variances Number 2005-005 &006-B Dear Mr. &Mrs.Needham: At a October 19,2005,regular scheduled hearing of the Zoning Board of Appeals,your October 11, 2005 request for a 6-month extension of Variances Number 2005-005 and 2005-006-B was discussed. At that hearing,the Board reviewed the fact that: • Variance 2005-006-B,that adjusted the lot line between 116& 102 Elliott Road was recorded at the Registry of Deeds on February 8,2005, in Book 19514 page 112, and the plan recorded February 10, 2005,in Plan Book 597 page 28. • Variance 2005-005,that divided 116 Elliott Road was recorded at the Registry of Deeds on February 8, 2005, in Book 19514 page 105, and the plan was recorded March 14, 2005,in Plan Book 597 page 86. • And, on June 3,2005,Lot 2,the newly created undersized vacant lot authorized by Variance 2005-005 was transferred to Matthew Needham and Jennifer Hinckley by deed recorded in the Barnstable Registry of Deeds in Book 19901,page 299. Based on those facts,a motion was made, seconded and voted unanimously to find that an extension of the variances was not necessary as the relief authorized in Variances Number 2005-005 and 2005-006-B had been executed and the vacant developable lot transferred into separate ownership. The Board also noted that at the time of development of the vacant lot,it will remain restricted to all applicable conditions contained with the Variances. n Respectfully, °�'/" / A Nighting ,Chairman File:letters-2005—L-102005 Needham on Hinckley Extension.doc Copy: File Hinckley 2005-005&006-B Tom Perry,Building Commissioner. Town Clerk 7HEto�°� TOWN OF BARNSTABLE i BAHBSTADLE, i o ,. BUILDING INSPECTOR 0 MAY a• APPLICATIONFOR PERMIT TO ...... .. ............................................................... ................................................... TYPE OF 6OONSTIIaClI®N ...... !0�(� .✓S 9`...... �A /L........................................................... ...... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........&.4;........ .c'. 7.,.,... . �e Y/� ........ . . ................................................................................................. ProposedUse .................. ..........I........................................................................................................................................ .... Zoning District ........................................................................Fire District ............. -'...p ..................................................... Name of Owner ....AA /. :..../ r� ......Address ......... ...'. s� .. �o ... ,VO4,,L Name of Builder ........ � � � ` rlr�� Address .................................................................................... ............ ......:...................................... Nameof Architect ..................................................................Address ................................................................................. r Numberof Rooms ..................................................................Foundation .....-..................................................................... —41 Exterior ............M r#-4-....................................................Roofing .........� .....L--..................................................... Floors .Interior ................... ..................................................................................... ................................................................. Heating ..................................................................................Plumbing ..........:................. -:...................:..::...................... Fireplace ..................................................................................Approximate Cost ................. !... ........................................ Difinitive Plan Approved by Planning Board ________________________________19-____-__-. Diagram of Lot and Building with Dimensions I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . ............... Q—pa'r)z) Hinckley, Aurelia ylj31?0 No ................. Permit for .................................... ............................................................................... Location ................................................................ ............................................................................... Owner .................................................................. Type of Construction .......................................... Plot ......................... .. Lot ................................ 4 Permit Granted ........................................19 Date of Inspection ....................................19 Date Completed � .. ..................1970 PERMIT REFUSED ................................................................ 19 ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's mop and lot number - ' � . � � Permit number ------------------- � � r���-���T�Q' ���� �� � l�7�� r�� � ���� �� . ' . TOWN p� � ��� ��o��� �� |~� �� ]� �������x�`u DARISTLBLE BUILDING INSPECTOR. �� �� NN���� N ���� 0m 0 ��� �� �� m����� mm �� � mm� �~m ���~ m ���m � '/� ��/�' � . � APPLICATION FOR PERMIT TO -_����9/----���._--�����......------.----.--'---.._-.-- - . TYPE OF CONSTRUCTION --._---.---.-----------.-----._--_.---'__-._--. . � ' . . � ........................................ ' . �- TO THE INSPECTOR Of BUILDINGS: � The undersigned hereby applies for o permit according to the following information: Location --_../..-----`�=:��:��.�������- ��.x��r-'-��..:�.��..,���.�.'�,a.��__,__._._^_._____. '~ � Proposed Use -----'----------.--------.--~--^'--..--^-----'-`^'----'—'-'-'—' � ' c} Zoning District ------...---.-_,---------F�e District ---_----..-------''__ ` | � � �-. 7Nome �� Owner � Acl/-_,ex_ ........ y---.—_-... . ..^ . � � Nome of 8uJcler ..............��Y+��x~� '----,--Address --'--.------,-'__._._--..''-.—.. � . Nome of Architect ----------------------A66nss -_-----_------------.----_ � ' Number of Rooms -------_--_-----'--..--.Foon6ohon -------''_'--.-.------'—.—_. � � Exierior --_------.-------._-----__-.RooGng ............................................................... .--''--. � Floors --'---------------._--_---.—_|nte,ov --------.—_--------.__-___ � Heating -------'-----.---.------_._F1um6ng --_---_.__-.-..-..'._-'-_—_~. ' Fireplace -_----------------_----.---Approxmote [on -.__-----.-.---_~.,.__._ Definitive Plan Approved by Planning Board lV--------. � Aoy� ..................................`-- � � ' Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH � � � . � ^ � � � � | hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding -the above construction. ' Name ..- ..z-.- .....-... ........... U | U ] Hinckley, Aurelia A=248-56 .' V_ No ..182.'.'3 demolish barn Permit for ..,, t 116 Elli tt Road Location ..........................:..................................... Centerville Owner ................Aurelia. . . ...IHinekley..... . . ...... ........ ....................... Type of Construction ....................:........:............ ........................................./................................... Plot ..................:...... Lot .......... .................... Permit Granted . ....... March 15 76 Date of Inspection .......................................19 Date Completed..................................19 • PERMIT REFWSED .............................. J................. 19 ....... ....... .... p .1................... :....� 1 . . ......... .......................... ...................... ..................................................... Approved ...................................:............ 19 ............................................................................... ................. .. ......................................................... a� Assessor's map and .lot fnumber . . .............. ....................... SerwageTPermit number ............................................................ eY ✓� F.L.. L � Z.. 4J • , ` °`?"Er° ' TOWN`. OF BARNSTABEE c • '` . I:, Y t BAHHSTADLE. i G' } 4 M6` �� MF BUILDING ' IN-SP:ECTOR 39• �0 •E-pMpYh• " •� APPLICATION FOR PERMIT TO:,. I7�O L/ rir/V ......................................:................. rj TYPE OF CONSTRUCTION .................. .. ....... ..... ............. ................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies .for a permit according to the following information: Location .. .�/.�... ............... ..�........��� y. .. ProposedUse ............................................................................................................................................................................. Zoning: District ..................................................................:.....Fire District ,lG....-.v........................................................... Nameof Owner .. •. . .. ... dress ......... .......................... ............................................. Namef"� .... . .. ............. ddress .......................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ........................................................_.........Foundation .............................................................................. Exterior ....................................................................................Roofing .................................................................................... Floors ..............Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ............I r................................:........Approximate Cost ..................................................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area ........................................,. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regu lations.of the Town of Barnstable regarding the above construction. • Nam ................ ........ Hinckley, /burelim - . ` 1013 `� . demolish No --..--- 'Permit fo ---------_—.. ' . barn ...................................... � � 6 Elliott! Bm�d ^ ~ Location* --'-..��—..-----_—______.. � -- - Centerville ..---.-----,------..----..---.. &orel�u B��o�ley Owner —.-----------_--______. Type of Construction ............................ . . - . '-----.--_----- ..................................... ' Plot ............................ Lot .............. _ ' . ` M�rcb 15 76 Permit Granted ----_�.-------..lQ . � ' Dote of Inspection' —..`--lg � � ' Date Completed .�x�.���.��i�-----lq . / ^ . . , ^ 'OER&@UT ^ . '----''---`^'~^'-^—'.''r--''--- 19 1 ' ' ............................................ .~---------.. ~ ' ' . . � _._—.---...-. ................................................... '`------'—',r—'^.--^---''"^—'^'---^' . _ . ^ . .^-------,_,—.-----.-----. .--... . ^ - Approved ................................................ lV o ' ^ ^ ` -------.----.-----..---.-----. .............. — ........................................................... � � . `