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HomeMy WebLinkAbout0259 WIANNO AVENUE ��� ��r��•�o ��� e p�� it -...ty_,,.,.-.,... -.. .r.��- .: y, ,.k'h114��:r F �.1n ., a t� '. ?. y.I i 1 I r 0 i e TOWN OF BARNSTABLE PARCEL ID 140 129 GEOBASE ID 7538 ADDRESS 259 WIANNO AVENUE PHONE OSTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO i k+ PERMIT . TYPE BC004 TITLEIPTION CERTIFII TEOOFEOCCUPANCY86 CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 �1NE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0 t +► BAMSTABLE, • . � MASS. i639. BU IS, ' B DATE ISSUED 11/21/2003 EXPIRATION DATE Y-. - - r - ... r- .... -_ .._ _• r TOWN OF BARNSTABLE BUILDING PERMIT PA' _440 129 - GEOBASE ID 7538 ADD, WIANNO AVENUE PHONE Dr � OSTERVILLE ZIP. "LOT BLOCK, LOT SIZE IBA DEVELOPMENT, DISTRICT CO PERMIT 67386 DESCRIPTION DEMO GAR/NEW ADD/RENOV EXIST SPACE I PERMIT TYPE BADDI TITLE BUILDING PENT ADDITION j CONTRACTORS: DAVID T. . GREGORY Department of ARCHITECTS: Regulatory Services 'I TOTAL FEES: $961.97 ... va BOND .00 COSTS $273,216.00 � j 434 "RESID ADD/ALT/CONV 1' > PRIVATE ['*"t HniuSsids><.E. •. � ass. I 039. j BUILDINQDIVISION �j BT' DATE ISSUED 03/11/2003 EXPIRATION DATE --' j • I • I THIS PERMIT CONVEYS'NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN; CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER.THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTIO APPROVALS • 1 �� ;�:; 1 � 1 i o� 2 3 1 HEATING INSPECTION APPROVALS; ' ;ENGINEERING DEPARTMENT ` BOARD OF HEALT QL;­�5 iT OTHER: V< �� J IV I awn-rccm 9NINIM,n -� nA i I 318Vaf4Nd8 30 1 NMO W SHALL NOT PROCEED UNTIL v CTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE Q 3//�\0 a d d d CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- HONE OR WRITTEN NOTIFICA- TION. '7�/ ' l ro A III OF(NE► � The Town of Barnstable BARNSTABLE. ' Department of Health Safety and Environmental Services t639• �0 PEEOMP'�°• Building Division. - 200 Main Street,Hyannis, MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rS l �.) Location - �j \-4 Y I Ah n o u Permit Number L-2 2 e 0 Owner Builder�-1 c rn ��, c i ���� r One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 1 ` 1 Q.�e c`r Uv1 lc `�.s Please call: 508-862-4038 for re-i spection. Inspected by (- Date ' I 25 0 / -fv �j f f y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'Map I Lin Parcrel 2� Permit# Health Division `�� 3 3 TOaA4 Ur BAI '°JTABLE Date Issued 6 3 - 1 ( -Ci Conservation Division 3 to 27 0 0ZA� - �;�; I f+5 Application Fee Tax Collector Permit Fee �.- Treasurer -•- ��I I S 10 N SEPTIC SYSTEM MUST®E Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board L\ \`(-\ V=TITLE 6 Historic-OKH N Preservation v e-- DW 31 s►0 3 ENVIRONMENTAL CODE A140 TOVVN REGUL.XTIOi Project Street Address a (�. Village '^o�•wv V l -G Owner Address �A ta Kd1 Telephone � — 6 ck © ,Z 3 Permit Request Fr l Sr)-i V1 c� 1.fs 2 F__, VI&W SPIPT Gef, Square feet: 1st floor: existingd propose 2nd floor: existing proposed f_�6p Total n w . Zoning District Flood Plain Groundwater Overlay KJ­a Project Valuation ( Construction Type ESQ ' Lot Size ($ ,Q CEO Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes VNo On Old King's Highway: ❑Yes kNo P> Basement Type: XkFull O Crawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) IS! I - Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2 new *Z Half: existing ® new Number of Bedrooms: existing new _ . Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air: XYes ❑ No Fireplaces: Existing New p Existing wood/coal stove: ❑Yes 0 No C�e VKAI Ls'VI Detached garage:Xexisting €trrevv-e+aa Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing %new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded O Commercial ❑Yes XNo If yes,site plan review# Current Use Proposed Use SAA C B ILDE INFORMATION Name- IT32lephone Number Address7�B` License# (f)10 �l Home Improvement Contractor# ��- Worker's Compensation#Co`Zz U S's Ot 1 X 3`4 6-7. ALL CONSTRUCTION DEBRIS RESULTING OM THIS ZECT WILL KEN TO(So tA&(6pe�-AM SIGNATURE f- DATE Q FOR OFFICIAL USE ONLY t i PERMIT NO. t 'b-ATEISSUED MAP/PARCEL NO. r ADDRESS, -�. ` VILLAGE- OWNER ' - �, ` `l �r L. `• tt. DATE OF INSPECTION: FOUNDATION FRAME 0 r - INSULATION FIREPLACE -+ t 4 ; ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH r FINAL' E" r GAS: ROUGHS to i e FINAL^- d FINAL'BUILDING DATE CLOSED OUT ASSOCIATION'PLAN NO. " r' T—• t��E�� Town of Barnstable of .. , Regulatory Services r B"NSTABLE, ' Thomas F.Geiler,Director y MA_q . g 1639. Di9ya�° Building Division Tom Perry,Building Commissioner 200 Main Sheet, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date , i 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 leasi 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: V0 �D � _"-e6` Estimated Cost Address of Work: -2S 9 V " iC( y mo ` • � t 1 l Owner's Name: i Date of Application:—7�> d- I hereby certify that: Registration is not required for the following reason(s): QWork 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: co co -3 ­0 me,0c 20 fVA Date Contractor Name Registration No. OR Date Owner's Name Q:forms:bomeaffidav The Commonwealth of Massachusetts — � Department of Industrial Accidents == Office 011=e50200S 600 Washington Street -- ,; Boston,Mass. 02111 �-� Workers' Com ensation Insurance davit name: , location ii cityhone ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one worlds in ca acity %//G% %% ////l/�/G%%%%%/ m 1 er rovidin workers' compensation for my employees working on this job. 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Failare to secure coverage as required under Section ISA oC MGL 152 can lead to the imposition of ertminal penalties of a fine up to S1,S00.00 md/or one yeah,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 3100.00 a day against me: I undastaad that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do certify under the pains and penalties of perjury that the information provided above is true and carted Date — - Si /(l p e t V� ( t. v, phone I � official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Buffding Department ❑Licensing Board ❑check if immediate rtsponse is required ❑Selectmen's Office ❑Health Department contact person: phone#; _ Other 4551111 Ur iced 9/95 P1fa Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or 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 trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not.more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on-the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings'in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. ApplicantsY. ; Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and F° V.- supplying company names, address and phone numbers along with a certificate'of insurance as all affidavits maybe submitted 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"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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 pemzit/license number which will be used as a reference number. The affidavits may be retumed'to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you 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 Invesugaucill 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat. 406, 409 or 375 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE Gu New Buildings,Additions $50.00 y Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET jNEW LIVING SPACE 2 4 l L square feet x$96/sq. foot=2 S 2 x.0031= plus from below(if applicable) _ ALTERATIONS/RENOVATIONS OF EXISTING SPACE ✓� 3 9 b square feet x$64/sq.foot= x.0031= (, 3 -7 plus from below(if applicable) GARAGES(attached&detached) -b 4 square feet x$32/sq.ft.= & 12 -x.0031= 2 -23 2 1 10 9-2 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x.0031= STAND ALONE PERMITS uo Open Porch x$30.00= 5 (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= Y (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25,00 Relocation/Moving $150.00 (plus above if applicable) j Permit Fee projcost .�� _"`�T �'� ✓axe �am�rw7eurea� a�✓�aaoac`u�aeCta • 1, BOARD.OF.B:UILUING REGULATIONS. cerise CONSTRUCTION SUPERVISOR Nmbef C: 006689 I �•. !'tip^�V d-t��gQ6F=�_-9.40 � Ex are r 'A�4 Tr.no: 252 fie.xr:�.Gted� DAVID T GREGO / PO BOX 11-063 'D�� ! ( .eA•> -' I OSTERVILLE, MrA Administrator ✓fee i�omvrna�wrea� b��oacu,`ucaella Board of Building Regulations and Standards HOME.'IM OOVEMENT CONTRACTOR Regis ration` 21066 /2�o'04 =��1"iYate Corporation .y: �' -- HOMESTEAD.P LTAt5b_ C DAVID GREGORIY, yl=C 764 PLAIN ST Admin►ctrator� 1 MAScheck COMPLIANCE REPORT I ; Massachusetts Energv Code I Permit 4 I MAScheck Software Version 2.01 I I I I I Checked by/Date I ! I .XITY: Barnstable "STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached 4EATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-3-2003 DATE OF PLANS: 12-15-02 PROJECT INFORMATION: ADDITION TO SHEA RESIDENCE COMPANY INFORMATION: HOMESTEAD PROPERTIES INC COMPLIANCE: PASSES Reauired UA = 608 Your Home = 537 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------------•---------------------------------------------- CEILINGS 2950 30.0 0.0 104 WALLS: Wood Frame, 16" O.C. 2965 13.0 0.0 244 GLAZING: Windows or Doors 306 0.330 101 DOORS 35 0.270 9 FLOORS: Over Unconditioned Space 1660 19.0 0.0 79 HVAC EQUIPMENT: Boiler, 85.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck INSPECTION CHECKLIST NTassa'chusetts Energy Code MAScheck Software Version 2.01 DATE: 3-3-2003 Bldg. 1 Dept. [ Use I I I CEILINGS: C ] I 1. R-30 I Comments/Location I . I WALLS: [ ) 1 1. Wood Frame, 16" O.C., R-13 I Comments/Location I WINDOWS AND GLASS DOORS: [ ] 1 1. U-value: 0.33 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ) Yes [ J No I Comments/Location I I DOORS: [ ] I 1. U-value: 0.27 I Comments/Location I I FLOORS: [ ] 1 1. Over Unconditioned Space, R-19 I Comments/Location i I HVAC EQUIPMENT: [ ] I 1. Boiler, 85.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and Ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture 1 shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be 41 provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ) I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ l I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" 1 Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 1 Low temperature 120-200 0.5 1.0 1.0 1.5 1 Steam condensate any 1.0 1.0 1.5 2.0 i I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-l" 1 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 1 1.0 1.5 2.0 1 140-160 0.5 I 0.5 1.0 1.5 1 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- 0 I ors k oy, rv.lL OVACO cis. , yw1 C01 uIII; U4 mar,V3 13:43; Joo ab; Poge 1/1 I Town of Nowo Regulatory Sergi ..,,w�•au� } "W"Y.GAIN.D�•MlilrF ,;..`. •'h4 Too 100, Duil0l N �}'< • 'jOpMNo6aal�, HI�WI'• t '^'�' ' . •���� Fix: s06-7�6Z3� .41 I'copeity owner Must CAMPIM at'd S3 I�Using A Builder I Richard J. Ohs& ►�` nY Romestead Propertiss, ire* t0 o4��!!b�balf, lierebyau�tho4A io6(od"s 94 �u rnane�rg�4YC to *v by I op lob) . = 259 Wianno Ave. , 08terv11 l.e :;MMp- : , rune Richard V. ShOm {° I�f'11'1t glflt . . 1 REGEIVEU 03-04-'03 13 t3 FAOI�- :;; '�t9AIL BA�c S FTG. Pp2/02 ,.. :kI., lq6d _ • SHED PEAK WITH SOFT SHED PEAK � WrIHOUT.SOFRT \• SHED ROOF AT WALL I SHED PEAK: Np OVERHMG EAVE WITHOUT SOFT►' i SOF"m 45 • y 03/06/2003 12:24 7818372723 CRONIN RES PAGE 01 oar i w I 4 i II 03/10/03 110N 11:28 FAX 781 762 2003 GENERAL BUILDERS 0 002 _A. in . BC CALCV 2002 DESIGN REPORT- US Monday,March 10,MM 09:32 File Double 1 3/4" x.91/4" VERSA-L AM@) 2900 SP Name. - Shea Res.BCC:FB02 Job Name - Shea Residence Description Address - 259 Wianno Ave. Specter City,State,Zip - Oaterville,Mo. Designer - Matthew Doheny Customer - Homestead Properties, Company General Builders Supply-Carolina Holdings Code reports - ICSO 5512.BOCA 98-52,SBCCI 9852 Misc Builder Must Verify Before Use! 2 3 1' Standard load-40 PSF I PSF Tribut 01- PkQ BO,5-1/21, 81,3-1/7 B2,5-117' 1977 lbs LL 4917 lbs LL 1228 lbs LL 849 We DL 2191 lbs DL 268 lbs DL Total Horizontal Length-10.06.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trlb. Dur. S Standard Unf.Area Load Left 00.00-00 10-06.00 40 PSF 12 PSF 01-00.00 100 Member Type: Floor Seem 1 1st Floor Unf.Aree Load Left 00.O -00 10-06-00 40 PSF 12 PSF 09-06-00 100 Numberof Spans 2 2 Wall Unf.Lin.Load Left 00-00-00 10-06.00 0 PLF 65 PLF n/a 90 Left Cantilever - No 3 2nd Floor Unf.Area Load Left 004X-0M 10.08-00 30 PSF 12 PSF 09-06-00 100 Right Cantilever No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase span Location Tributary 01-00.00 Moment 4278 ft-lbs .34.5% 0100% 2 2-Left Repetitive nla End Shear 2041 lbs . 32,6% @ 100% 4 1 -Left Construction Type n/a Cont.Shear 3253 Ibs 52.0% @ 100% 2 1-Right Uplift 391lbs 4 2-Right Live Load 40 PSF Total Deflection U1353(0.059') 17.7% 4 1 Dead Load 12 PSF Live Deflection U1889(0.042") 19.1% 4 1 Part Load 0 PSF Total Neg.Defl. -0,01" 2.0% 4 2 Duration 100 Max.Defl. 0.059"(Limit:11 5.9% 4 1 Span/Depth 8.6 1 Disclosure The completeness and accuracy of Searing Supports the input must be verified by anyone %Allow %Allow who would rely on the output as Name- Type Dlm.(L x 1M) Value support Member Material evidence of suitability for a particular 80 WaIVPIate 5-1 Z x 3-1/2" 2826 Ibs 34.5% 17.3% Spruce-Pine-Fir application, The output above is B1 Post , 3-1/2"x 3-1/2' 7108 lbs 0.6% 68.3% Steel based upon building code-accepted 82 W811/Plate 5-1/2"x 3-12" 1486 lbs 18.2% 9.1% Spruce-Pine-Fir design properties and analysis methods, Installation of BOISE engineered wood products must be in CAUTIONS: accordance with the current Uplift of-391 lbs found at span 2-Right, Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any (VOTES: questions,please call(800)232-0788.Design meets Code-minimum(L1240)Total load deflection criteria. before beginning product installation. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)s Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALCO,BC FRAMER®, BCI®, BC RIM BOARD'"',BC OSS RIM SOARDTM,BOISE GLULAM'm, VERSA-lAM®,VERSA-RIM®, VERSA-RIM PLUS, VERSA-STRAND"", VERSA-STUD®,ALLJOIST®and AJS I m are registered trademarks of N O I S I A I 0 Boise Cascade Corporation. -- —•_-•_�,. 61 :L Pal 118VW ME Page1ofl 31 dIS`� jq fO1SP�901 03/10/03 NON 11: 28 FAX 781 762 2003 GENERAL BUILDERS 16 003 m r BC CALL®2002 DESIGN REPORT- US Monday,March 10,200310:53 File Triple 1 3/4" X 16," VERSA-LAW) 2900 SP Name - Shea Res.BCC:F003 Job Name - Shea Residence Description Address - 259 Wlanno Ave. Specifier - City,State.Zip Osterville,Ma. Designer Matthew Doheny CLMtomer Homestead Properties, Company General Builders Supply-Carolina Holdings Code reports ICBO 5512,BOCA 9842,SBCCI 9852 Misc Builder Must Verify Before Use! 3 I 2 1 Standard l oad-40 PSF 11.2 PSF Tribptar 01-00-00 16-06-00 -- 15-00-00 BO,3-1/7' S 1,3-1/7' 82,3.1/Z. 5879 Ibs LL 16173 Ibs LL 5418 Ibs LL 2700 Ibs OL 8375lbs DL 2301 Ibs DL Total Horizontal Length-31-0"0 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trill). Dur. S Standard Unf.Area Load Left 00-00.00 31-06-00 40 PSF 12 PSF 01-00-00 100 Member Type: - Floor Beam 1 2nd Floor Unf.Area Load Left 00-MOD 31-05.00 30 PSF 12 PSF 12-00.00 100 Number of Spares - 2 2 Wall Unf.Lin.Load Left 00.00-00 31-06-00 0 PLF 65 PLF n/a 90 Left Cantilever - No 3 Roof Unf.Lin.Load Left 00.00.00 31-WOO 420 PLF 180 PLF n/a 115 Right Cantilever - No Con4f015 Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 01-00-00 Moment 38856 ft-Ibs 64.4% @ 115% 3 1-Right Repetitive n/a End Shear 6919 Ibs 37.0% 0115% 4 1 -Left Construction Type nla Cont.Shear 10964 Ibs 58.7% @ 115% 3 1 -Right Total Deflection U560(0.364") 42.9% 4 1 Live Load 40 PSF Live Deflection LJ755(0.262') 47.7% 4 1 Dead Load 12 PSF Total Neg.Defl. -0.07' 14.0% 4 2 Part Load 0 PSF Max.pen. 0.354"(Limit:1") 35.4% 4 1 Duration 100 Span/Depth. 12.4 1 Disclosure Bearing Supports The Completeness and accuracy of %Allow %Allow the input must be verified by anyone Name Type Dim.(L x VV) Value Support Member Material who would rely on the output 26 BO Post 3-12"x 5-1/4" 8579 Ibs 64.4% 54.9% Spruce-Pine-Fir evidence of suitability for a particular B1 Post. 3-112"x 5-114" 24SU lbs 44.6% 157.2% Versa-Lam application. The output above is 52 Post 3-12"x 5-1/4" 7719 Ibs 57.9% 49.4% Spruce-Pine-Fir based upon building code-accepted design properties and analysis CAUTIONS:methods. Installation of BOISE Bearing length at bearing B1 should be at least 5-9116". engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an NOTES: Installation Guide or if you have any Design meets Code minimum(L/240)Total load deflection criteria. questions,please call(800)232-0788 Design meets Code minimum(L/360)Live load deflection criteria. before beginning product installation. Design meets arbitrary(1")Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+1/2 intermediate bearing BC CALCS,BC FRAMER®, BCIS, BC RIM BOARDT4,BC OSB RIM BOARDT"',BOISE GLULAM , VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®. VERSA-STRAND", VERSA-STUDS,ALLJOISTS and AJST"are registered trademarks of Boise Cascade Corporation. Page 1 of 1 03/10/03 MON 11:29 FAX 781 762 2003 GENERAL BUILDERS WJUua " BC CALL® 2002 DESIGN REPORT - US Monday,March 10,200309:32 File Double 1 3/4" x 11 7/8"'VERSA-LAM® 2900 Sid Name, Shea Res.BCC:F504 Job Name - Shea Residence Description - Address 259 Wianno Ave. SpecifLor - City,State,Zip Osterville.Me. Designer - Matthew Dohany Customer Homestead Prope6e9, Company General Builders Supply-Carolina Holdinqs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Mi6C - Builder Must Verify Before Use! 1 5 nOprd Load-30 1`51' 1 S Tributary 1 a B1,3-1/7' 1755 Ibs LL 1755 Ibs LL 755 Ibs OL 755 Ibs DL Total Horizontal Length-W9 00 General Data Load Summary Version: US Imperial 10 Description Load Type Ref. stag End Live Dead Trlb, Our. S Standard Unf.Area Load Left 00-OMO 09.00-00 30 PSF 12 PSF 01.00-00 100 Member Type: - Floor Beam 1 2nd Floor Unf.Area Load Left 00-0400 09-00.00 30 PSF 12 PSF 12-00-00 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value °%Allowable Duration Loadcase Span Location Moment 5647 It-Ibs 28.4% 0100% 2 1-Interval Slope 0/12 End Shear 19M Ibs 24.4% @ 100% 2 1-Left Tributary 01-00,00 Total Deflection L/1251 (0.054") 18.7% 2 1 Repetitive n/a Live Deflection L/1832(0.059") 19.6% 2 7 Construction Type n/a Max.Defl. 0.084"(Limit:1") 8.4% 2 1 Span/Depth 9.1 1 Live Load 30 PSF Dead Load 12 PSF Bearing Supports Part Load 0 PSF %Allow 11.Allow Duration 100 Name Type Dim.(L x 1IIr) Value Support Member Material B0 Wall/Plate 3-12"x 3-1 12" 2510 Ibs 48.2% 24.1% Spruce-Pine-Fir DISciOburp 81 Wall/Plate 3-1rZ'x3-12" 2510Ibs 48.2% 24.1% Spruce-Fine-Fir. The completeness and accuracy of the input must be verged by anyone who would rely on the output as NOTES, evidence of suitability for a particular Design meets Code minimum(1.1240)Total load deflection criteria. application. The output above is Design meets Code minimum(L/360)Live load deflection criteria. based upon building-code-accepted Design meets arbitrary(1")Maximum load deflection criteria. design properties and analysis Entered/Displayed Horizontal Span Length(s)-Clear Span+112 min.end bearing+1/2 intermediate bearing methods. Installation of BOISE 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. BC CALCO,BC FRAMERS, BCI®, BC RIM BOARDTM,BC OSS RIM BOARDT'",BOISE GLULAMT'" VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUSS. VERSA-STRANDrM, VERSA-STUDS,ALLJOISTO and AJS1 are registered trademarks of Boise Cascade Corporation. Page 1 of 1 I 03/10/03 MON 11:30 FAX 781 762 2003 GENERAL BUILDERS 0 005 r ® BC CALC®2002 DESIGN REPORT- US Monday,March 10,20D3 09:32 File Double 1 3/4" x 11 7/8"'VERSA-LAW 2900 SP Name - Shea Res.BCC:FB05 Job Name - Shea Residence Description Address 259 Wlanno Ave. Specifier City,State,Zip Osterville,Me. Designer Matthew Doheny Customer Homestead Properties, Company - General Builders Supply-Carolina Holdings Code reports IC80 5512,BOLA 98-52,SBCCI 1152 Misc - Builder Must Verify Before Use! 1 Standard Loed-30 I�2 PSF Tnbulery 01 0 1 �—�- 80,3-1/2" B1,3-112" 1653 Ibs LL 1653 Ibs LL 717lbs DL 717lbs DL Total Horizontal Length-09-07-00 General Data Load Summary Version: US Imperial 10 Description Load Type Ref. Start End Live Dead Trlb. Our. S Standard Unf.Area Load Left 00.00-00 09-07-00 30 PSF 12 PSF 011-00-00 100 Member Type: - Floor Beam 1 2nd Floor Unf.Area Load Left 00-00-00 09-07-00 30 PSF 12 PSF 10-06.00 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 5679 ft-lbs 28.5% @ 100% 2 1-Internal Slope 0/12 End Shear 1581 Ibs 23.4% @ 100% 2 1 -Left Tributary 01-00.00 Total Deflection L/l 196(0.096') 20.1% 2 1 Repetitive h/a Live Deflection U1715(0.067") 21.0% 2 1 Construction Type n/a Max.Defl. 0.096"(Limit:1") 9,6% 2 1 Span/Depth 9.7 1 Live Load 30 PSF Deed Load 12 PSF l3earing Supports Part Load 0 PSF %Allow %Allow Duration 100 Name Type Dim.(L x W) Value Support Member Material 80 Post 3-112"x 3-12" 2370 lbs 26.7% 22,8% Spruoe-Pine-Fir Disclosure 61 Post 3.1/2"x 3112' 2370lbs 26.7% 22.8% Spruce-Pine-Fir The completeness and accuracy of the input must be verified by anyone who would rely on the output as MOTES: evidence of suitability for a particular Design meets Code minimum(L240)Total load deflection criteria. application. The output above is Design meets Code minimum(U360)Live load deflection criteria. based upon building code-accepted Design meets.arbitrary(1")Maximum load deflection criteria, design properties and analysis Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+12 intermediate bearing methods. Installation of BOISE 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)232-0786 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTM, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUSO, VERSA-STRANDTu, VERSA-STUD®,ALLJOISTO and AJST"I are registered trademarks of Boise Cascade Corporation. Page 1 of 1 03/10/03 41ON 11:27 FAX 781 762 2003 Q OU1 pppN�M 1& �IW+�n1i��1y Mw.p �M:: wMM��riwcaih Ra!wiT� l+il�OYO weer�,��rI�/ [7Ws'i.-r'f 14 ��N .. ..- �� Shes Residence 3G�(I�{19 ' y' Job Name l��eCi�Ir3F + Address 259 Wlanno Ave. City,State,Zip Osterville,Me. Designer Matthew Doheny Customer Homestead Properties Company - General Builders Supply•Carolina Holdings Code reports - ICBO 5512,BOCA 9"2,SBCCI 9852 Misc - Builder Must Verify Before Ural .Fr. Standard Loud=40 S �2 PS Tribulary 2340lbs l.L 2340Ibs:Lt. 755 Ibis DL 755 Ibs bl Total Horizontal Length-09-00-00 General Data Load Summary Version: US Imperial ID Description Laid Type Ref, Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-00-0Q 40 PSF 12 PSF 01-00-00 100 Member Type: Floor Beam 1 1st Floor Unf.Area Load Left 004)0-00 09.00-00 40 PSF 12 PSF 12-00-00 100 Number of Span$ 1 Left Cantilever - No Controls SUMmary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 6963 ft-Ibs 35.0% 0 100% 2 1 -Internal Slope 0112 End Shear 2414 Ibs 30.0% a 100% 2 1 -Left Tributary 01-00-00 Total Deflection U1039(0.104") 73.1% 2 1 Repetitive n/a Live Deflection U1374(0.079') 26.2% 2 1 Construction Type n/a Max.Doti. 0.104'(Limit:1") 10.4% 2 1 SpanlDepth 9.1 1 Live Load 40 PSF Dead Load 12 PSF Bearing Supports Part Load 0 PSF %All0W %Allow Duration 100 flame Type Dim.(L.x N11 Value Support Member material. , BO Post 3-1 Q"x 3-1IZ 3095 Ibs 0.3% 29.7% Steel Disclosure 81 WalUPlate 5-1 Q"x 3.12" 3095 Ibs 37.8% 18.9% Spruce-Pine-Fir The completeness and accuracy of the input must be verified by anyone who would rely on the output as NOTES- evidence of suitability for a particular Design meets Code minimum(Ll240)Total load deflection criteria. application. The output above is Design meets Code minimum(L/360)Live load deflection criteria. based upon building code-accepted Design meets arbitrary(1")Maximum load deflection criteria. design properties and analysis E= methods. Installation of SOISE nteredMisplayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1/2 intermediate bearing engineered wood products must be in accordance With the current Installation Guide and the applicable building cafes. To obtain an Installation Guide or if you have any questions,please call(600)232-0788 before beginning product installation. BC CALC®,BC FRAMEROD, BC*, 8C RIM BOARD7m,BC OSB RIM BOARDW,BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDI-, VERSA-STUD®,ALLJOISTO and - AJS1 are reglstered trademarks of Boise Cascade Corporation. Page 1 of 1 1 The Town of Barnstable BAfl E. MASS.- Department of Health Safety and Environmental Services u ,639. `00 prFOMp�a Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Z' 5 2 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: 7 g Project Address:26 / W i an n o Nye- Builder:HC�1Mo S 4cb /.0..Q,n S r_ The following items were noted on reviewing: 3 _72'r CJ 'A I � s T�"Y ►1yi d rL (�Jlll�ct vCVLlhnl C)o-v- C.n �y e lc -e2 '7) Q- �) d T_ l C V h t] 1 P-)lit (' n O�\ g S V 1 l)LLB V�. c S >1 v e 4 a 4,r vv ov, Q II e 1u, 0 V'I d z i 0 rqAi- W_.f2Lb 4'�(2 Reviewed by: Date q:building forms:review i i 4L �P NEW SMOKE DETECTOR REQUIREMENTS ARE NOW LAW. EVEN THE ADDITION OF A M WILL TRIGGER AN NEW 'BEDROOM UPGRADE OF THE SMOKE DETECTORS FOR THE WHOLE HOUSE. YOU MUST PLAN ACCORDINGLY AND HAVE YOUR ELECTRICIAN TAKE OUT THE APPROPRIATE PERMIT AT.THE FIRE DEPARTMENT. C-rYf-) �NNn �oy �. SMOKE DETECTORS O.K. wGL�, I \ cm:,mr i w� B R 6—te ABLE BUILDING DEPT. 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