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HomeMy WebLinkAbout0020 ROUTE 130 o?D �o "4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel i� r-1 Permit# 7 wi_ DHealth: ivision° Q J� _� Date Issued ogse R Conservation Division 10 Ap 163 r Application Fee 72 (Y&_ p®®�e c.I- 'Tax Collector. ,Zg o/4,z Permit Fee .-�--4 S1EPTIC SYSTEM MUST BE Treasurer IINSTALLED IN COMPLIANCc; Planning Dept. WITH TITLE 8 Date Definitive Plan Approved b Planning Board ENVIRONrTIENTAL CO®la Arid. PP Y g TO�1114 REGULfi TIOf,.a Historic-OKH Preservation/Hyannis Project Street Address Z!3` 13 o Village Owner Wf It Y Address 2- Telephone 10 Permit Request- Q r A -Q D 0 k p -W 0,,t) Fy Fd aeAOgl 10.ti W 1*7 Ll � 6c✓� I� ®✓T t ( C a h n on o n ►°lam, _ Square feet: 1 st floor: existing d 06 proposed 2nd floor: existing ?S� proposed `OO Total new ` d 0 Zoning District Flood Plain Groundwater Overlay Project Valuation ao Construction Type W 00 0 Lot Size 3, Z Grandfathered: ❑Yes LJ-No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Is Historic House: ❑Yes 0o On Old King's Highway: ❑Yes &No- Basement Type: mull ❑Crawl C klkout ❑Other Basement Finished Area(sq.ft.) I'lu a Basement Unfinished Area(sq.ft) Number of Baths: Full: existing Z_ new C Half:existing new Number of Bedrooms: existing new I Total Room Count(not including baths):existing new l First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑ Electric ❑Other Central Air: ❑Yes EKoo Fireplaces: Existing New Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use. ,_ - - .:�, Proposed Use BUILDER INFORMATION C Name-AA i e tA f II 0,V"2- L Telephone Number Address 3�1. ? 14cA✓.✓-ey J License# <�P n V I -z Home Improvement Contractor# I l Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE4 r DATE _ _ 101,2i�A� FOR OFFICIAL USE ONLY y s ; PERMIT-NO. DATE ISSUED MAP/PAW EL NO. � ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION LT d� �IIIo%yam FRAME INSULATION �Z.la�l/�1-�- FIREPLACE ELECTRICAL: ROUGH. FINAL , PLUMBING: ROUGH• FINAL GAS: ROUGH? _ FINAL , FINAL BUILDING DATE CLOSED OUT:-. ASSOCIATION PLAN NO. a �`�need ', �� ��©o�' �0.� _ , _ i The Commonwealth of Massachusetts y Department of Industrial Accidents Office offQyestfoat/aos 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance davit J location:�� � r hone# 3�t 7 — I am a homeowner performing all work myself. ®'I am a sole rietor and have no one working in ca acitp worker co ensation for es working an this job. �, iovidin x:<>:> ......::: {{a::`::"•..:...:- :., to er g ::<?z««i} •<t{a?,� i,:,} �'.:a.th�,>�' I am y ..........::.»... . .r........ },.....n:.:::.:.:::.,:r:......} ....::?;.:�}::.:..;.r'.:::}}:,:.}..:a:::..:.:....::{..,:•.:a?a.r.:.:y:r.:..:^..: ....� v..... , ... ..t••:::.vr.•:..:.........::.........::..v:.::t•:Y}:•::........:::::Y::::,•...:•:.}••:::•:•.v:::.t`..{:•.;x•:�::t::}>:.t:;•}}}:i•}+i•Y.},••.;42,t%.;y:.:..::::;•.•.,+:y'•,w;: ti ..........:.v:::,,:•::::•..v::,:a}•:x;•v.a..• ^... v.• .}..::m::v.:.n::r:::r:::x:n::r.•..:v:?v:v.:v:.v:.v:::::::nv:.:h..:::.v..r..:n:••.} .? h:..$. 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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 lidwelling or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean 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. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names,'address and phone numbers along with a certificate-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the permit or license is not the Department of Industrial Accidents. Should ygu have any questions regarding the"law"or if you being requested, 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 Peimit/license number which will be used as a reference number. The affidavits maybe ret rhR*fn 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 Departments address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0111ce of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 nhone#: (617) 727-4900 ext. 406, 409 or 375 o�1►,E, Town of Barnstable j Regulatory Services ces L RAW , � Thomas F.Geiiler,Director - Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax:. 508-790-6230 Permit no. Date • AFFIDAVIT HOME WROVEMENT 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. 4 L Type.of Work: Z O X 2 c: A 0 0 1�1 0,- Estimated Cost-9 0 F' _ p Address of Work: Owner's Name: �` A r-� fi CI A M-f 1, x Date of Application; - I hereby certify that: Registration is not requir6d for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit T Notice is hereby given that: OVIrNERS 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. ` R SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: ' ontr tor Name . RegistrationNo. Date OR ,,.+e Owner's Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE Additions $50.00 - New Buildings,A $29,00 Alterations/Renovatious Building Permit Amendment $25.00 k�EE VALUE WORKSHHEET 1EyV LIVING SPACE square feet x 596/sq.foot= x.0031-- p us from below(if applicable) A,TEgATIONS/RENOVATIONS OF EMSTING SPACE _d _square feet x$64/sq.foot= x.0031 = plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ftl >120 sf-500 sf $35.00 ' >500 sf-750 sf 75.00 .00 >750 sf-1000 sf >1000 sf-1500 sf 100.00 >1500 sf-Same as new budding pest x.0031= square feet x$96/sq.foot= 3 2 2a STAND ALONE PERMITS x$30.00= Open Porch (number) �_x$30.00= Deck ; . (number) FireplacelChimney —x$25.00= (numbe1). Inground Swimming Pool $60.00^ Above Ground Swimming Pool 525.00 Relocation/Moving S150.00 (plus above if applicable) Permit Fee ' `s/yE,r72 OpIKE TQ� Town of Barnstable Regulatory Services MAN. Thomas F.Geller Director �ATEic .�'�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 a, Office: 508-8624038 Y` Fax: 508-790-6230 g Property Owner'Must Complete and Sign This Section If Using A Builder. r .a ........ .........:....as Owner of the subject roe ". ; hereby authorize s.. 4�A to act.on my._b.ehalf, _- m111matters relative to:work authorized by this building permit app,hcation fox:"' Z0 (Address of Job) Signature of igna Owner . � ,- ,,. a ,:, .''.n , Date s„ „ jv� S S Print Name _ H , YORMS:OWNERPERMISSION � .� Town of Barnstable • Department of Health,Safety,and Environmental.Services sncexsrwaie, 1639. 6 Conservation Division CFO�r 200 Main Street,Hyannis MA 02601 ' Office: 508-862-4093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number Mailing address -:�f KT CA Y Project locationir*. Map/Parcel#. Project description 5 The following minor activities will be reviewed,under Art.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank. * Pathways 4' in width { * Fencing that does not create a barrier to wildlife movement, 6"above grade. * Conversion of lawns to decks,sheds,or patios that are accessory to single family horned,as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet. -sedimentation and erosion controls are used during construction * Stonewalls(this does not include stonewalls for retaining wall purposes,grading and/or fill)) tSi 0ture ate Reviewe y Yate _GIS Plan Attached(fee charged for plan) minoract.doc TOWN WATER PROVIDE APPROX. 26' OF 40 MIL LINER AT 5' OFF LEACHING FACILITY IN " .AREA SHOWN . EXIST. 1000 GAL. SEPTIC UITA13LE SOIL REQUIRED TANK'(RE-USE) PERIMETER OF LEACHING SUITABLE SOIL LAYER :PLACE WITH CLEAN MED. WOODiU POLY. S (RE—LOCATE) �. S s TOWN 'WATER t' 0 .0 EXIST. DWELLING/T N P OP. � SHE l l 'N: . c) �+ _ - PROP. RETAINING WALL (DESIGN BY OTHERS) , GAR N O\A" -P \ 3 �\ 42IN- 36 EDGE, OF WORKING i I BOG L o \'.." :'.:..... .� 9 EXIST. WELL a Et - 4r- l on.woo miw�¢n 1 fB LONr Wi N,�/b K A" GONT L V'NIAJ. F3 cti♦1 6tQ.4a�'E I y -}Wtr0R DOLT ♦ 0AMP pQCQF. DE LE?i"� OO -•- --- - _ .I d wlNDn.u, --• __ G135 G/8•i • l.J AeJ., i ;CE. Id {y l y 1 m°o, I tu r..ate eer �I EtE UA7-6a I � d, �n11t AO 1_A^+ Pj eC A♦� T-S H ._--`_ ! ! 1 1 /trOP- Dec FINTa C-a-C /♦Oftr AO "IC I 7i tiH A5 A) t0(3e•E L. 6P- - I. OI -- -- :! ••22���� ( ,_ yntn SPecs� 3 k� O I! ? —__ �'7i coy S y ,uoT E O \;O I I I! - 'Ot LEl E t S D u i ( �QOP �OtY. s}'rj R•EO, c CZ I I I. hi .. - 2 .l!•.ni�l b AtL) © 1 ' i voo n wAl.t - aaw L-100 yll( 9l&"09.DOOR LOW Z 3o t(J J - I Ge eS ET T'RALx DOC+ fS I �I _._____. 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'- -� i''Z-^-_�T 7x b. �fL rE.7'�yy- W��a Ro01 Z, W tiOrE 70 Ga Bt,tl7 I II I DO R..ME1L' SI N I r' - a-oL.4 Et/ d mp $/D/,,l6 3Ult_D RAKE Ov'r A i+ Do 2 W� Jul 176 L - S;Ad - FLUSN tub eGorI �•�_ i 1 c-Y n he l'<S G 3 5 r » c Z-1 x j V SHA6 'a lXy TR/a� j fIA�l .o t nse �y Z Iw'T.G -ax8 fPpX �W 1OI 7 r r0 PeA 7 n7E'N V'E 0. F'T" �/` I I`c w Qt. dN(o - v v kr ep•:-g . 6a.'o RLLYr w�.fAI. 14LJGH0�. SOv7' • dnv raFl l.rM "IL Pfk rcrf t... aXa P7 6CA-i4- 3 Mtfl1a LA.0 6EAM DEr-K fLtJSN WjfbUS£ VY IF4 OH. OzIor NAAIG /A'fw LAM 6EAM $ �� .� lT1r' F/.C'6 /?CXt Al, 6r1o+Ib — /{ :fU(f r AIM' KJ"[4'rnlA _ �7aG- .�_.3�Q SCR >xQ rcglL M&F77AJG EY/:r/al _ 1':F9f rK Aa-LA - fQ'ljT. .4)Ae, a&wct ' DA, 1 ,IRtAf r' VAMP PROOF 15:etc'W 6P4o�E __ -----L.R.4 Lei(2_$ji e 7712a1- -5f A e E. +r -- - _rn/•�tajw_F noon Gild nUsE _-6 L4 - - F 3,x G6 Ni Iwox --- --------- - -- -- TI - _ !a- DraE�rW IPev'stn sJamfos r Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release I Data filename: C:\Program Files\Check\REScheck\#3629.rck TITLE:New In Law Apt CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 06/05/03 DATE OF PLANS:05-22-2003 PROJECT INFORMATION: The Noyes Residence 20 Route 130 Barnstable,Ma. 02630 COMPANY INFORMATION: Mike Renzi Construction Co. 387 Phinneys Lane Centerville,Ma. 02632 NOTES: MaCheck by Cape Cod Insulation INC. #3629 COMPLIANCE:Passes Maximum UA= 104 Your Home UA=99 4.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 208 30.0 0.0 7 Ceiling 2:Cathedral Ceiling(no attic) 198 30.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 538 13.0 0.0 36 Window 1: Wood Frame:Double Pane with Low-E 30 0.340 10 Dooi 1:Glass 64 0.310 20 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 400 19.0 0.0 19 Furnace 1:Forced Hot Air,82.7 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, a and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release 1 (formerly MECchec�and to comply with the mandatory requirements listed in the REScheckInspection Checklist. 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 i t REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1 DATE: 06/05/03 TITLE:New In Law Apt Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1:Glass,U-factor:0.310 Comments: I Floors: [ ] I 1. Floor l:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation I Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,82.7 AFUE or higher Make and Model Number Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: Materials and equipment must be identified so that compliance can be determined. w ,. ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) ; Up to 1„ Up to 1.25" 1.5 to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0:5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) w F i r l r �. -71 l�ari�mw�u�ealb�o�✓�aaoac6ivaelt� Board of$ulldin' Regulatiofi and Standards`, HOME IMdP7,kQVP-MENT CONTRACTOR . RetFatlon11859 11, to .R t 1 03 MICHAEL REN4I CI T1C Tk MICHAEL RENZI � . • 'iNT'EF2VIk.LE,MAfl263�' AdmtmSt�a�r �- ir ✓fie a�'),rawams { ' BOARD OF 19,0 LRINfG REGUtATIQ-W; License. CONST#�l9CTl0N S�IhPERVIS.OR i Nr�rn'tie�,, 05`$266 f 3 B{�rtate 1 ®'t �95 �15-k sz V Tr.no: 13512 •s ReU-r, a MICHAELJ REN9 38ZPHINNEYS LN �jam, F ENTERVILLE, MA A'dmnisifcator•. BC CALC®2003 DESIGN REPORT- US Friday,October 24,2003 08:58 y� (Z4-e- )30 Quadruple 1 3/4" x 16" VERSA-LAM®3100 SP File Name: BC CALC Project:F1301 Job Name: Noyes Description: Address: Specifier: R.Lowe City,State,Zip: Barnstable,Ma. Designer: Sharon Malone/Johnson Customer: Mike Renzi Company: Code reports: ICBO 5512,NER 629 Misc: Standard Load-40 psf 110 psf Tributary I MO-00 Akk 3Y F g�� � � `�� W '+,� Y� � ', It'd k4 �M• P j'0' � Jf' �9� � f � 3 i idi. �',rT. S BO 131 4000 Ibs LL 4000 Ibs LL 1315 Ibs DL 1315 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area. Left 00-00-00 20-00-00 Live ' 40 psf 10-00-00 100% Member Type: Floor Beam Dead 10 psf 10-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 26575 ft-Ibs 35.6% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs We 100% Tributary: 10-00-00 End Shear 4606 Ibs 21.3% 100% 2 1 -Left Total Load Defl. U599(0.4") 40.0% 2 1 Live Load Defl. L 796(0.301 60.3% 2 1 Live Load: 40 psf Max Defl. 0.4" 40.0% 2 1 ' Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. Duration: 100 Design meets User specified(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1'1 Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+V2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a User Notes particular application. The output Girt over garage. above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Beams 7 inches wide will be assumed to be either top4oaded only,or equally loaded from each side. prodductsucts must be in accordance of engineered wood Bolts are assumed to be Grade 5 or higher, with the current Installation Guide Member has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are:1/2 in.Staggered Through Bolt you have any questions,please call (800)232-0788 before beginning a-2 b d product installation. b=2-1/2" c=12" 1— BC CALC®,BC FRAMER®,BCIV, d=24" a BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, _F VERSA-RIM PLUS®, C = VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. • Page 1 of 1 BC CALL®2003 DESIGN REPORT- US Friday,October 24,2003 08:58 Tripre 1 3/4" x 91/2" VERSA-LAM®3100 SP File Name: BC CALC Project:FB02 Job Name: Noyes Description: Address: Specifier: R.Lowe City State,Zip: Barnstable,Ma. Designer: Sharon Malone/Johnson Customer: Mike Renzi Company: Code reports: ICBO 5512,NER 629 Misc: 3 2 1 Standard Load-40 psf 110 psf Tributary W-00-00 z. � ,r_,- v � s•.� �i � 0 31 .F"_ BO 131 2750 Ibs LL ' 2750 Ibs LL 1420 Ibs DL _ 1420 Ibs DL Total Horizontal Length-10-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-00-00 Live 40 psf 05-00-00 100% Member Type: Floor Beam Dead 10 psf 05-00-00 90% Number of Spans: 1 1 wall load. Unf.Lin. Left 00-00-00 10-00-00 Live 0 plf n/a 100% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 ` roof load. Unf.Lin. Left 00-00-00 10-00-00 Live 250 plf n/a 115% Dead 100 pif n/a 90% Slope: 0112 3 ceiling load. Unf.Lin. Left 00-00-00 10-00-00 Live 100 plf n/a 100% Tributary: 05-00-00 Dead 40 plf n/a 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 10425 ft-Ibs 43.3% 115% 3 1 -Internal Dead Load: 10 psf Neg.Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 3510 Ibs 31.7% 115% 3 1 -Left Duration: 100 Total Load Defl. U480(0.25") 50.0% 3 1 Live Load Defl. , U727(0.165') 66.0% 3 1 Disclosure Max Defl. 0.25" 25.0% 3 1 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 User specified(U480)Live load deflection criteria. particular application. The output Design meets arbitrary(I")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 131 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance User Notes with the current Installation Guide Garage door header. 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 CALC®,BC FRAMER®,BCI®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOIST®and AJSTR°are trademarks of Boise Cascade Corporation. i Page 1 of 2 B®WE- BC CALC®2003 DESIGN REPORT - US Friday,October 24,2003 08:59 Triple 1 3/4" X 9 1/2" VERSA-LAM®3100 SP File Name: BC CALC Project:FB02 Job Name: Noyes Description: Address: Specifier: R.Lowe City,State,Zip: Barnstable,Ma. _. Designer: Sharon Malone/Johnson Customer: Mike Renzi Company: Code reports: ICBO 5512,NER 629 Misc: Connection Diagram Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Sinker Nails a_2„ d b=3" c=5-1/2" a10 d=12" • • e-3 ° T ° C o 0 � b 1• I BC CALC®2003 DESIGN REPORT- US Friday,October 24,2003 08:59 Double 1 3/4" x 16" VERSA-LAM®3100 SP File Name: BC CALC Project:RB01 Job Name: Noyes Description: Address: Specifier: R.Lowe City,State,Zip: Barnstable,Ma. Designer: Sharon Malone/Johnson Customer: . Mike Renzi Company: Code reports: ICBO 5512,NER 629 Misc: r �6 12 Standard Load-25 psf 115 psf Tributary 10-00-00 f V S zfl YY l- L Y ,.•,u,.. -� sy ,+ yam'' *a.-i Fy �rr,z.T m afZrb�n.✓dr 4 „TF: • � + Y� Z :�' beAL BO B1 2500 Ibs LL 2500 Ibs LL 1853 Ibs DL 1853 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type, Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left' 00-00-00 20-00-00 Live 25 psf 10-00-00 115% Member Type: Roof Beam Dead 15 psf 10-00-00 90% Number of Spans: 1 Left Cantilever: No r Controls Summary ` Right Cantilever: No ^ Control Type Value %Allowable Duration Load Case Span Location Moment 21766 ft-Ibs 50.7% 115% 2 1 -Internal Slope: 6/12 Neg.Moment 0 ft lbs n/a 100% Tributary: 10-00-00 End Shear 3773 Ibs 30.3% 115% 2 1 -Left Total Load Defl: U328(0.82') 55.0% 2 1 Live Load Defl. U570(0.471') 42.1% 2 1 Live Load: 25 psf Max Defl. 0.82" 82.0% 2 1 *, Dead Load: 15 psf Slope and Cut Length Partition Load: 0 psf End Condition Slope Facia Depth Horiz.LengthProduct Length Duration: 115 Plumb Cut with Hanger to dbl.top plate 6/12 0" 20-00-00 23-00-05 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U180)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U240)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1')Maximum load deflection criteria. evidence of suitability for a I Minimum bearing length for BO is 1-1/2". J particular application. The output Minimum bearing length for B1 is 1-1/2". , above is based upon building code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation User Notes of BOISE engineered wood products must be in accordance Ridge Beam. with the current Installation Guide ' and the applicable building codes. Connection Diagram To obtain an Installation Guide or if, Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are:16d Sinker Nails product installation. a=2" BC CALC®,BC FRAMER®,BCI®, b=3" — d— BC RIM BOARD-,BC OSB RIM c=6"` - . BOARD-,BOISE GLULAMTM d=12"' s a • —�— VERSA-LAM®,VERSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRANDTM, `. • —• • VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 - ' [1IT - NEW SMOKE•DETErTOR REQUIREMENTS ARE NOW LAW. THE ADDITION OF A - NEif'!/ BEDROOM, WILL TRIGGER AN UPGRADE., OF THE SM®KE DETECTORS FOR THE WHOLE_ HOUSE. YOU MUST PLAN AC CORDINGLY`AND AVE YO UR OUR ECTRICIAN TAKE OUT THE APPROPRIATE P FIRE DEPARTMENT. 5 SMo O yp.CTORS O.K. 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TD MF7'G 1/ MV ErGwpJb 0 � ylDUD njAtl - N8e.l ?x.G 9!C bL 014 DOOR-LOW 3°xrJ• �. u � ��--' I __ OPaN - - TRACK Y7f A AK3: 9L7 ! �y3ID - -- A1Ltls N •\- v v- 3ri°/ $ox Y,�5AL+o ELVL 4EA' R°An - o E—) 0 S w R i RAF I P.T L Q - --AQ. AS ?. ! I DDR. t/w*R ov„a eulen kA>;f: .ATO! I.°}G NA -fvPJE♦l' ._..�_�� -- I I J !3r`ccw GrbrDE�'ryP) � I ars•�y �i�stiC�h Lau. an- f-jPcr EXAM/A4, PCAw �iatr FLOn♦c FLAl�[ .PA6E' a0>"3 �= ram -- p U' ✓v o �( e) ?.-,q-3 1 P '�� Ih.��. its iifi l.k$ �� ;Mg § ea rs*e -+wc .s +,-ir y• v>.r..Y,�e.. ell =yet ' :dlii � i" `g, ym co Ns SMOKE DE TECTORS O.K. B4SE4E4jU-IL-D ING DEPT e 1 NEW SMOKE DETECTOR REQUIREMENTS ARE NOW LAW. EVEN THE ADDITION OF A NEW BEDROOM WILL. TRIGGER AN UPGRADE OF THE SMOKE DETECTORS FOR THE"WHOLE HOUSE. YOU MUST PLAN ACCORDINGLY AND HAVE YOUR ELECTRICIAN TAKEOUT THE APPROPRIATE PERMIT AT THE FIRE Df.PARTMENT. r CIL as =CM::�-9=Z LEGEND TOP FNDN. = 49,43' SL TIC PROFILE TEST HOLE LOGS ., —"—" COVER TO WITHIN 6" OF FIN. GRAPE � (NOT TO SCALE) torus (GARBAGE LISA LYONS, IRS SPOT ELEVATION SEPTIC DESIGN: D15POER is NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO ENGINEER:- - 100.0 )( D /—ACCESS MINIMUM .75'DESIGN FLOW: 4 BEDROOMS 110 GPD = 440 Gp OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM WITNESS: _ 'WITHIN 6" OF FIN. GRADE SAM WHITE RS ---- � 100x0 EXISTING SPOT ELEVATION USE A 440 GPD DESIGN FLOW 48.0' 1OO SEPTIC TANK: 440 GPD ( 2 = 88O EL. 48.93' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 8/8/03 I PROPOSED CONTOUR < 2 MIN INCH canr+. aoc FOR FIRST 2 PERC. RATE _ / USE A 1000 GALLON SEPTIC TANK (RE-USE EXISTING) EXISTING IOQ� 51 3 MAX. 100 EXISTING CONTOUR GALLON SEPTIC * �_ PBAF:LE 7.5't I TEE 45.0' CLASS I SOILS P# LEACHING: TANK (H- 10 ) A44.50' � R„�wAY SIDES: 2(44.5 + 8.83) 2 74�` 157 -• ' F 44.67' �" m m o 0 m 0 0 O 'moo BOTTOM: 44.5 x 8.83 (.7A) = 290 6" CRUSHED STONE OR MECHANICAL r- 4 17' 0 a 0C] m C7 C7 Cl COMPACTION. STONE1 C2)) 0 m � mI- � mQ � ELEV. TOTAL: 604 S.F: 447 GPD MIN MIN 2' m O [O O a ED m m m 42.17' 0.. � , DEPTH OF FLOW - 4 (_IN SLOPE) (. SLOPE) 4 ,Q USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR TEE SIZES: r 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE F1TE 28 EQUAL) WITH 1' STONE AT ENDS AND 2' AT SIDES INLET DEPTH FILL OUTLET DEPTH 14" LOCATION MAP NTS 9.2' 10" FOUNDATION—EXISTING SEPTIC TANK 1 S' D' BOX 19' LEACHING A/E FACILITY LS ASSESSORS MAP 10 PARCEL 44 BOARD OF HEALTH 17" 1OYR 3/2 APPROVEDT-: MA *THE INSTALLER SHALL VERIFY THE SOILS MOIST AT 33.0' B DA f LOCATIONS OF ALL UTILITIES AND ALL LS BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR. TO INSTALLING ANY PORTION OF 10YR 4/6 VARIANCE REQUESTED UNDER MAX. FEASIBLE SEPTIC SYSTEM 41 39.58 COMPLIANCE 15.405: C 1 1 b: REDUCTION IN SETBACK, SAS TO FNDN. PERC (20' TO 14') MS TOWN OF 13ARNSTABLE REGULATION: REDUCTION 2.5Y 6 4 IN SETBACK, SAS TO EXISTING (LOCUS') WELL: / 150' TO 144' 100" C2 FS SOIL MOIST AT 120" EL. 33.0' 132" 10YR 6/1 32.0' 'TOWN WATER I NOTES: N .MCP. 1. DATUM IS APPROX. GCy VD PROVIDE APPROX, 26' OF 40 MIL LINER AT 5' OFF LEACHING FACILITY IN 2. MUNICIPAL WATER IS NOT AVAILABLE AREA SHOWN 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED EXIST, 1000 GAL. SEPTIC 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 AROUND PORTION OF' PERIMETER OF LEACHING TANK (RE—USE) 5. PIPE JOINTS TO BE MADE WATERTIGHT. FACILITY, DOWN.TO :�uITABLE solL LAYER 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. (HATCHED AREA). REPLACE WITH CLEAN MED. WOOD / POLY. ENVIRONMENTAL CODE TITLE V. SAND. BENCH MARK - TOP OF CONC. �\� (RE-LOCATE) s s S 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE BOUND ELEVATION - 38.8 s USED FOR LOT LINE STAKING. s �5a sOQ^ TOWN WATER 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9: %vivir=Gv�IVT� �v�•. -ry ur �r'r;"•,�IictLl rn_ Iylh--rrn�lr^G'A.I C11 111iIT1-Ih!IT INSPECTION BY -BOARD OF HEALTH AND PERMISSION OBTAINED 2O2' FROM BOARD OF HEALTH. JI ` 4 oN 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE w � i o & OVERHEAD UTILITIES PRIOR LOCATION OF ALL UNDERGROUND OV UTIL TIE 'OR TO COMMENCEMENT OF WORK. 3 o . , /... •: ' . o EXIST SHE T . - DWELLINGPROP. WATER HOLE aDn'N: TITLE 5 SITE PLAN OF 20 ROUTE 130 \. .... \ PROP. RETAINING WALL IN THE TOWN OF: p /� c /� \ 1000 / GAR N `� `I (DESIGN BY OTHERS) (COTUIT) BARN STABLE 4. PREPARED FOR: BORTOLOTTI CONSTRUCTIONlNOYES 3 \ 42 30 0 30 60 90 4 SCALE: 1 30 DATE: AUGUST 15, 2003 DGE OF � WORKING BOG ..i�-::'•• ::__. i o\ F .. + 0 O \\ 9 EXIST. WELL � tH OF ARNE H. yG o� ARNE PROP. WORK LIMIT `� OJALA H. ` ., LINE (STAKED SILT \,. ' CIVIL v, OJALP L 3Q792 d r126z1i� c- M FENCE < ,o. ` ti 411 zoo, 3 JALA, .S. DA TE 1 Off 508-362-4541 fax 508 362-98M ff down cape engineering, inc, EXIST. WELL CIVIL ENGINEERS LAND SURVEYORS 939 Main st, yarmouth, ma 02675 03-- 1 62 - -- - — -- ----