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HomeMy WebLinkAbout0225 GOSNOLD STREET TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' . C Map 666 Parcel 23 Permit# H ae Ith Division_ shp L �` S� Date Issued 91O © A�'• Conservation Division 3 r� Application Fee 67 Tax Collector ����oi Permit Fee Treasurer /72 1 �d a— APPL�Cr11vr Planning Dept. CONNECTION PERMIT Date Definitive Plan Approved by Planning Board ENGINEERING ORUCTIO N.DIVISION CON PRIOR C Historic-OKH Preservation/Hyannis o� Project Street Address 2_ �6v 6lJ, S+ Village 1Ayc. Tr s Owner (Y)�0(�\ Address 63 Telephone E0619- Permit Request e c% Vi0 - w'cn ,. a, its st= - ��� ra.,.Ms 6y;�c.,i.� � �'• ��- 0 Square feet: 1st floor: existing IOSb proposed 2nd floor: existing p oposed 21, otal new Z`lt Zoning District Flood Plain Groundwater Overlay • U —Project Valuation 7 Construction Type Lot Size I y`10 S'F Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 5d Two Family ❑ Multi-Family(#units) Y Age of Existing Structure '-ib yam— Historic House: ❑Yes CNo On Old King's Highway: 0:♦-As Basement Type: ZFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) "1 f d -a Number of Baths: Full: existing 2, new .3 Half: existing new �= t Number of Bedrooms: existing 2 new .6- `'5 Total Room Count(not including baths): existing new First Floor Room ount Heat Type and Fuel: C(Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes YNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing dnew size 24 x 28 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Ao If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number S08- e-`51- '?YY6 Address 6 3 License# 7 7 E3`/6 CS�cxv.��eoA C3 1{SS Home Improvement Contractor# IS6522- Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �o.�vche e SIGNATURE DATE 8130102- ti ! FOR OFFICIAL USE ONLY PERMIT NO. '~ - r. DA'I'1zEISSUED MAP/PARCEL NO. !- s � ADDRESS__ - - VILLAGE l - OWNERy- r _. v � 1 i . i DATE OF INSPECTION: ` ... FOUNDATION — Z_� FRAME ,�/-/<ly✓ C!i Y�l yJ�3,� /-J INSULATION /,1/d a A FIREPLACE l t Y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH _ FINAL 1 GAS: ROUGH ='c FINAL - - .. FINAL BUILDING rf V DATE CLOSED OUT `I - ASSOCIATION PLAN NO. ' L I N 1 1 GTE 'i BUILDlN ,i�ao����uaeaa " G.REGULATIONS A,,Pcense CONSTRUCTION"SUPERVISOR i � � "I' Number�CS 071846 ' ,I � ( �Bi*rthdate�03123N*,958 r; 1 ,�. � i-t�P 03t2312004 Tr.no: 77846 Restricted Tq t Op ti s MICHAEL:0 GASPARD, j 67 PINE CREST AVE MASHPEE, MA 02649 Administrator { 4 -------------------------------------- I ........ *.- n pp � ✓�ie t�an�mtoruuea�i o��vac�ivaP,�la Board of Building Regulations and Standards k HOME IMPROVEMENT CONTRACTOR Registration: 136522 Expiration: 8/1/2004 Type: Individual � I MICHAEL BENJAMIN GASPARD MICHAEL GASPARD 67 PINE CREST AVE. .- r✓ r MASHPEE, MA 02649 Administrator i i t { i r RESIDENTIAL BUILDING PERMIT FEES ' APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 ~, Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �L3 2112, square feet x$96/sq.foot= Z®Z'7S Z x.0031= plus from below(if applicable) ALTERAnONS/RENOVATIONS OF EXISTING SPACE ' S1 1 C35;, square feet x$64/sq.foot= t2seL( x.0031= 209 plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft,c >120 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >150 sf- 1000 sf 75.00 >1000 sf- 1500 sf .100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (dr) Deck �_x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool S60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost I t t TAW .. ' , ttre Pseks;es for daa sad Tws-Fsm�' g����Irma FaMs . YrrsersP • burl M,UQMUM Slab 6 Q g GLrirs$ C� g watt Flow Hs.� P Flfitisa� Arai(IN U-valu2 R-v+clu2 R-vallia� Rrvalud WAU 3� Parke 3J01 to 6500 Hestia DeGrse Daps' N=Mzl 13 19 10 . 6 0.40 3f 6 N� 19 t9 30 a3 AFUE R IZ% 032 30 6 0S0 31 13 19 10 ' NIt N0=4 3i 13 21 NIA N= sl T SS'/. 0j6 . 19 1D 6 U• .1S'/. 0.46 3i 19. WA lSAl7E 13 23 WA !S AFVE 0.44 3f 6 30 19 14 10 Nortasl w 15'!. C SZ TVA NJA LAZ 1 E'/. 032 w 31 13 u NosMl N1A N!A 1 E% 0.42 31 t9 90 AFUE 1319 42' 3f to/. . t E% OSO 30 19 19 . IO DRESS OF PROPERTY: Z2S (soSrwGA �" Z, SQUAR FOOTAGE OE F ALL EXTERIOR WALLS: 3, SQUARE FOOTAGE OF ALL GLAZING' G AREA ED BY#2):(#3 DIVID 4. %GLAZIN • '. -see chart wave): AA S; SELECT PACKAGE(Q" . NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY•�QUIREMENTI ARE AVAILABLE. ASK US FOR THIS FORMATION. BUILDING INSPECTOR APPROVAL: YES: oorms-580303a Footnotes to Table'J5.2.Ib: t Glaring area is the ratio of the area of the glazing assemblies (including sliding-glass•doorso 5dkucligltt s, d close conditioned s ace,but excluding opaque doors) l located in walls that en P ent. basement windows tf o aria may be exeluded.from the U-value requrrem area. expressed as a percentage. Up To 1/o of the tots! glaring deli with.300 ftz of glaurrg arcs. For example;3 fti of decorative glass may be excluded from a building gn = After January 1, 1999, glazing U-values-must be tested and documented b'y the maaufaentrer in accordance with the Nadonar Fenestration Rating Council (NFRC) test proceduire, or taken'from Table 11.5.3a. U-values are for whole units: center-of-lass U-vaIues cannot be used. 3 The ceiling R-values do not assume a raised or oversized truss construettoa. If the insulation achieves the full insulation thickness, over the exterior walls without compresaicui F,30 insulation may be substituted for cavity 8 insulation and R-38 insulation may be substituted.for R=•49 insulation. Ceiling R'�hies m�berpla d between insulation plus insulating sheathing (if.used). For ventilated ceilings,•insulatmg. the conditioned space and-the ventilated portion of the roof. sheathing (if used). Do not include Wall R-values represent the stun of the wall cavity.insulation plus insulating moment could be met EITHER exterior siding, structural Aheathing, and iinerior'drywau.For example,as jh�g- W�•requ�ments apply to by R-19 cavity insulation'OR R 13'cavity insulation plus R-6 insulating metal-frame construction. wood'frame or mass(concrete*masonry,log)wall const ruc idns►but do not apply to The floor•'requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements- ' TFe entire opaque portion of any individual basement wall with an average depth less ma 5doorse of clowg°ndirion d me_, the same R-value requirement-is above-grade walls. Windows and sliding gl ass b:.,ements must be included with the other glazing• Basement doom must meta the door U-value requirement d_scribed in Note b. e R-value requirements are for unheated slabs,Add an additional R-Z far heated slabs. m1I more The 4 Jan to ' If the building utilizes eleotric resistance hearing use compliance approach 3;4, or 5. If you with the lowest' than one piece.of heating equipment or.more*than one piece of cooling kae.equipment, equipment efficiency must meet or exceed the efRciency required by the selectt:dparkage• 'For*Heating Degree Day requirements of the closest city or town see;Table J52.1a. NOTES: a) Glazing areas and U-values are maximum acceptable-levels.Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include tr���035.Door U-vaIues must be tested b) Opaque doors in the building envelope must have a U c rc or taken from the door U-Value and documented by the manufacturer ia.aceordaae e with the NFR proedu in Table 71.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.' One door maybe excluded from this requiirement'(Le.,may have a U-value greater than 035). c) if a ceiling, wall,floor,basement wall,slab-edge,or crawl space wa tedcomponent mpo enerage aluedis get ater than or equal es two or more areas to different insulation levels,the.component complies if the area-weigh the R-value requirement for that component GIazinng or door components comply if the area,-weighted.average U- value of all windows or doors is less than or equal to the U-value requirement(0,35 for doors)..' 43 The Commonwealth of Massachusetts Department of Industrial Accidents - - Office of/n�estigatians = -21 600 Washington Street --_ � Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name. location: City c,- hone# �Og ®'I am a homeowner performing all work myself. 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':\ .4.:7. :•A•i„✓.i�iyi}ir..., ...... ....... ..v.r..... ._....... ...............-:::::•w.•....:•::n.+ w.vn........ ..... e.:...,..:..x:::.:....:......,.....v::,':{.;v:..v{::::+'•Y}i-'�?t•}Y',r ............ ....... .r........... ..,........... .......... ...n.......•;r.:;r:2vn. .r.............v:•:.++nv::..v.,v.;...:.:... ...,.,.. ,...?,•:$•Y�+:v+:{•:V.v44:•:{:::, +.... rin:4:•}},. ....... ..::............:...::x..................::........J:....:...:......... ;.y;;... r...,t.....i.; ..............•::-::::. .......... ....... .............. , ..t.... .... ......r..... ......:.. ,............ ........... .:r:n:•:..,t w..,;,+,4:•}t:v44:•i{•}:vv,Y+•.4:.::}':.:.}.;,.... j•- r.....,..... ..... ... ............ .....:r.f........... ....,.........,............ .,....t.........;. ,....:: .... .... :�TI3II2'81Y6'e:;GO:i::;?$:�$: %:�•^•:si:::;:�::::;::;:}::;,:::;;;::%<?�:•7:•>:?•":�::i>+.t;Y::t?};:$;'+.;>:;: Failure to secure covetate su required ender Section 25A bf MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civn penalties in the form of a STOP WORK ORDIZR and a fine of$100.00 a dap against me. I understand that a- copy of ails statement may be forwarded to the Office of Investigations of the DU for coverage veriilcatian Tdo here'by-cettifyunderthe�ains-andpenalizes-of-perjury that -informartian-providedabnve_issr ,pafrsd corJec! —' Date Signature :_.: t.il l_ 131It Phone# ' '" 87 Priat name official use only do not write in this area to be completed by city or town official "pernttt/license# OBuiLding Department dty or town: ❑Licensing Board O5elechnen's Ofte ❑checkif immediate response is required OHealthDepartment r phone#; ❑Other contact person: fmrivil 9/95 PIN ..•• T r , . .Information and Instru ctlons o provide workers' compensation for their 52 section 25 requires all employers t p ter 1 P Massachusetts General Laws chap �' ft rson in the service of another under an contract d as eve e Y w an employee is define every p .. . s As oted from the `la employees, qu . of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or to ' employees. However the owner.of a ._.. association or other legal entity, emp ymg 'dualPartnership, trustee of an mdivi , ' • house of dwelling house having not more than three apartments and who resides therein,-or the occupant of the dwelling 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 br 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. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation cad pplying company names, address and phone su numbers along with a certificate of insurance as all affidavits maybe' subrnjtted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The-affidavit should'be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the`law".piiif you are required,to obtain a workers 6' ensaticnpoli' please ca11'the Department attbe number listed below:. City or.Towns rinted legibly. The Department has provided a space at the bottom of`tbe Please be sure that the affidavit is complete and p affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Plse. .. 'cease nwmber which wilJ.be used as a reference numtiei. Tfie affidavits may lie'rai t� be sure to fill in the.pemiitlli ::.._ . the Departni b"y"mail:o=FAX unless othei arrangements have been made. . The Office of Investigations would like to thank you in advance for you cooperation and should you have any�uestions, . 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 0ftice of Investigations 600 Washington Street Boston,Ma, 02111 fax ff: (617) 727-7749 'hone#: (617) 727-4900 ext. 406, 409 or 375 °ft�E� ti Town of Barnstable Regulatory Services a a BARNSrABLE, a Thomas F.Geiler,Director g . 01 Building Division fc nna+ Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date i3 °U OZ AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: &-s�vny% Estimated Cost 19-S0 ? Address of Work: '2 L3'OSCIn�[� ��j '�1ccs��i5 Owner's Name: n NN Ly� Date of Application: 113® t oz I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: BWA Oz 01;t Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav RENM MORAN 4 TIVNAN, INC. MOA rMOE lydSPECnON PLAN REGISTERED LAND SU o RVEYORS NAME TRACEY E. & TINA E. GARDNER 0 33 BURNCOAT STRFEr WORCESTER,-MA 0 1 G05-1 81 1 LOCATION 225 GOSNOLD STREET 508-852-5203 (PHONE) 508-853;29 13 (FAX I) MYANNIS MA I 508-853-8364 (FAX2) SCALE 1 = 30 DATE APRIL 15 2002 N RMT.INC@VERIZON.COM (EMAIL) REGISTRY BARNSTABLE DEED RDOII/PACE I 'o R%Ub UP"OOWNMTAIMM PRDYIO(O, NEO M M YEASNRE- PLAN SOOH/PAAN ON n HERE # OF THE TMONIAK AND BWEDHrO((��))SHOTM ME CERTHY TINT THE BWIDOWN ME ROT VATTMN THc ON 1TM5 NDRTCn�YIlPLY.TIpN PLAN.�OAIA.RlDD[YcNT ALL OLE [AS AONN O NRc AR SPECAN fl00 HIQAp MFA ST HUp�:STIAICTURsM1=! cO Lwc OrFsr .ROM NOT o[nNco Aft moY[ORom mk& V oT0 7-2-92 oRAIT mvs,NR sr=WIN No rvim nmx.THiS q A YDRTGWE �H OF/��tIls"CRON PLAN.NOT AN WITRI Y SUIM[r DO Not u!E ID ERTLT M254 DINED/OUNOMV S711UE OR TO PINQ ��/ Q rLOOD WAND 204 HAS KEN KWwNco Or Wke Amp) S+NuTTS LOCA a<THE lnMICTAaAEEs) HEREON 6 EIT{R E�/roE n R Nm NitCS' Lr ACCURATE-UNTIL D[rMi111V[PLANS ARE W ODN/LWNNCE MIN L,OIyI�2oNINC Ir+OORR PROPEIRr LINE OFFSET RtGu�EHENIS,OR ETIOrII PHOY VIOUIIION[ WENT EDWAN) G 6SUEO By HUD AND/OR A VERTICAL CONTROL SUN&V IS ACLDN VNotmt MASS.QL TiTIE VM CINP.IN►Sm o ALE. 9MIT}�.m. m PCPPW ED.PRECISE ELEVATIONS CANNOT BE DETERMINED. on+EwrsE NOT[D. THIS CunPrrltlpR Is NDN-TRAN91CITARE. a No.1 THc ATpV[CERTYACATIONS ARE wCE Mtm INC PW�II9M THAT ca 5153 � THE INTAIHIIATIOM POO IND is ACWMTL AND LINT TH[TIEASUlE- y USED ARE ACCURATELY LArwTEp Mw RELATIDN TO TII[ 9F S 79°29'00"W 80.00' - I a- L 13, 0 SFf 2q W 30 +, . 0 0 `�o e} Q o V4 HOUSE#22514 qn 2 U 60.14' N 76003'12"E GOSNOLD .STREET linuma 8Yo OYGUSTo. CTISER AI MMLSON. P.C. CNOCJ= Ott: TOTAL P.01 BOISE CASCADE -BC CALCTm 2001a DESIGN REPORT -US Thursday,September 26,2002 14:29 le Single - 16" BCI 600s Name: Untitled Job Name - Garage/Addition Customer - Michael Gaspard Address - 225 Gosnold St. Specifier - Rick Lowe `. Designer - None City,State,Zip- Hyanis,Ma. Company: - Botello Lumber Co.Inc. Code Reports - NER 594,ICBO 5208 Misc: - y. Standard Load-40 PSF 110 PSF OC Spacing 16" 5.75 in2 5.74 i BO B1 635 Ibs LL 635 Ibs LL 17 Ibs DL 1591bs L Total Horizontal Length-23-10-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 23-10-00 40 PSF 10 PSF 16" 100 Member Type: - Joist 'Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4733 ft-Ibs 59.9% @ 100% 2 1 -Internal End Reaction 794 Ibs 61.1% @ 100% 2 1 -Left Slope 0/12 Total Deflection U495(0.577") 48.4% 2 1 OC Spacing 16" Live Deflection U619(0.462") 58.1% 2 1 Repetitive Yes Max.Defl. 0.577"(Limit: 1") 57.7% 2 1 Construction Type Glued Span/Depth 17.9 1 Live Load 40 PSF Dead Load 10 PSF Bearing Supports Part Load 0 PSF Name Type Dim.(L x 1111) Value %Allowed Case Material Duration 100 BO Wall/Plate 5.75 in'* 794 Ibs 32.5% 2 Spruce-Pine-Fir 131 Wall/Plate 5.74 in'* 794 Ibs 32.5% 2 Spruce-Pine-Fir Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(L1240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building *Bearing Dim.generated from BC Framer®is total Bearing Area. Exact geometry is not available. code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. 7 r BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT- US Thursday,September26,2002 14:26 File Single - 16" BCI 600s Name: Untitled Job Name - Garage/Addition Customer - Michael Gaspard Address - 225 Gosnold St. Specifier - Rick Lowe Designer - None City,State,Zip- Hyannis,Ma Company: - Botello Lumber Co.Inc. Code Reports - NER 594,ICBO 5208 Misc: - Standard Load-40 PSF 110 PSF OC Spacing 16" .75 in 5.74 in BO B1 689 Ibs LL 689 Ibs LL 17 Ibs DL 172 Ibs�L Total Horizontal Length-25-10-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 25-10-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 5560 ft-Ibs 70.4% @ 100% 2 1 -Intemal End Reaction 861 Ibs 66.2% @ 100% 2 1 -Left Slope 0/12 Total Deflection U394(0.786") 60.8% 2 1 OC Spacing 16" Live Deflection U493(0.629") 73.0% 2 1 Repetitive Yes Max.Defl. 0.786"(Limit: 1") 78.6% 2 1 Construction Type Glued Span/Depth 19.4 1 Live Load 40 PSF Dead Load 10 PSF Bearinq Supports Part Load 0 PSF Name Type Dim.(L x W) Value %Allowed Case Material Duration 100 BO Wall/Plate 5.75 in2* 861 Ibs 35.3% 2 Spruce-Pine-Fir B1 Wall/Plate 5.74 in'* 861 Ibs 35.3% 2 Spruce-Pine-Fir Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building *Bearing Dim.generated from BC Framer@ is total Bearing Area. Exact geometry is not available. code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. Kitchen Customer ���-�l.'— '�—` ��1�Rf� Date _ ® ZZj / i1ti C� Phone Address C.e�% � Pho i By Sheet'* - Of Sheets 2 4.. 6 8 10 12 14 16 18 20 0 _. , 2 _. , SMOKE CrO � 0oK. eoczl _- , , • r - 6 E g i 104[ :, s f 11 , _ I 12 An L L at 14 �.t Scale: 1/2" = 1'0" (Each Square = 3") Note: At corners check both cabinets and appliances for clearance of doors and drawers. Prinrcrl in 11 1 A P7524 (109306) R/4/01 ; _ : LL ....._.. } --j.1-4f t i r LJ 1 I-1 F- { : i OZ 84....., 9.i.. :�...:. .i....._ ._. .,... . .: ....... ..0 . :.. _ E 8 9 b t staayS' `j0 u S iau�oasnJ �.• ��g nn Bi3�m ��:���� By.____ 2--`� ��`�� =��` �� —_Sheetx Of Shee 0 .,..... ... . 2 4 6 8 10 12 14 16 18 sV- . 2 F. �= F i Tj j `.. .. "J i .. ... _.... . ... .. .. ... r j tiF s a 3. • IF 1 . 1 ._: ;K' ¢� LAu ew mt 14 . : LL Scale: Vz = IV' (Each Square = 3") (Tote: At corners check both cabinets and appliances For clearance of doors and drawe Printed in U.S.A. P7524 (1093061 P.14 Kitchen Customer 011 Date Planning Sheet Address zz� Cn•`.ti1 Phone BY Sheet- Of Sheets 0 2 4 6 8 10 1.2 14 16 18 20 Ile - 1 Z,-�� Floor,.. ... .. 2 : 4' .. .. c 14 r -F 10 J T ' ram--=� �---- • CLC5Et : 1 1 cA ro — J � • a 12 14 M--ni. Rdt Scale: 1/2" = 1'0" (Each Square = 3") Note: At corners check both cabinets and appliances for clearance of doors and drawers. Printed in U.S.A. P7524 (109306) R/'4/01 Kitchen. Customer l E ' f.. ; ,4i y �_ s. Date Address Phone Planning Sheet By Sheets Of Sheets 2 4 6 8 10. 12 14 16 18 20 p _ i } , 2 t ........ ..... - - , S- v of i 3. i 1, `j _ s r. r� ' 1 �;..._ U 6 a n P 0 r Y f/ k H / 7 ... .. .... / .. .. _. 6 ° r 10 S 4 n 7. : ` S i' C; O .J41 r 12 - t tv- r 14 .. _. . ..._ _.. P Scale: 1/2" = 1'0" (Each Square = 3") Note: At corners check both cabinets and appliances for clearance of doors and drawers. Printed in U.S.A. P7524 (109306) R/4/01 FRIEDLINE& CARTER ADJUSTMENT, INC. 436 Maui Street, P. O. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: -() Building Commissioner or Inspector of Buildings ( ) Board of Health or Board of Selectmen O Fire Department TOWN OF Barnstable TOWN HALL Hyannis, MA RE: Insured: GASPARD, Michael B. Property Address:`225 Gosnold St.Y Hyannis, MA Policy Number: HP21.84038 Type of Loss: Water Date of Loss: 11/29/2002 File#: 94985 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed$1,000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 313 is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail J. F. MCNAMARA Adjuster 12/11/2002