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0196 SCUDDER BAY CIRCLE
a r t k tl Y r. •Y �� �rin/�/se `� ��m r h N � �,1{✓�� '.��"`�r 1 � � � 9 '1.��_ Y - '�A � '� 4 -M 8 ;:. r 47 1"v� Cy �,`� ,• ' r'�:Y, .� t , -ag ��a. _ , -P. $ ''°� o- to IN fL <� 4�1 AR K ct f w ' = a � _..�; : f 'fi- �, .� '. '. - A..:,• '-r .; - 'tom' c 'rl at x �.. -. � �` 's., �. `�•,, � .. � a 1- a:� nr �c.n � ,�;� `�t cam._. a {7 ,x. ;� .. r� "�' s+ �' s .icy - �'�. � .F,^y, y �•�x"�P �.,��x ,t'-sEj ns�" a +eN a :< .y, - r s w a y... ,�., :K. fin• ,� -• .,�, ya. c !1 '� ,14 40 17 if M1 , d, nr a$ ar ' - '�' „ems '� s ..�,=zi U ',.`ro �_. n �•• ate'' `k'- t� 8. r ,:s .,¢ a "e as„ - t aft a - . C .•�^�'r"q w i' x �� ti � T ,u� ,�� � 4+a+ .:�,�' M ^J C dv- � 'n-:. .. v2' _'';' � . a. @.. � � �!',.At f y. .}, *' � r + c -� { `.- t• a ' rA ZP- 46 . q_ kk a� r '�' � ti✓ {{ �.� ' .�� .�•. � s.. �� dyn" � Y-� �� j ,3's'_ 'n�`°` ,,.r���pp, zu ram,'s " 01 114. ri Al • E � � ::� r u + t sue' � � :: ♦ e W �r r, d aQ�Town of Barnstable Building-,., rnstabl _ t � AB� , sPost This Card So That it is Visible"Fromahe Street Approved Plans Must be Retained on Job and this Card Must be Kept ' - f • M" Posted Until Final1rispection Has Been Madex r , ;-# g .es� . Permit act° ,Where a Certificate of Occupancy is Required,such Building shall Not:be Occupied until a Final Inspection has been made Permit No. B-17-4204 Applicant Name: ALTERNATIVE WEATHERIZATION, INC. Approvals Date Issued: 12/18/2017 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/18/2018 Foundation: Location: 296 SCUDDER BAY CIRCLE,CENTERVILLE Map/Lot 188-105 Zoning District: RD-1 Sheathing: Owner on Record: WILKINS, MARK C&KARIN G E �; j Contractor Name: ALTERNATIVE WEATHERIZATION, Framing: 1 Address: 196 SCUDDER BAY CIRCLE INC. 2 :... .;. .. CENTERVILLE MA 02632 " - Contractor License 175683 � Chimney: a Est..Project Cost: $6,455.00 Description: Weatherization 4 Permit Fee: . $85.00 Insulation: Project Review Req: _ Fee Paid: $85.00 Final <, r ., Date:' 12/18/2017 _ ; :€ - Plumbing/Gas �, r, � �'�'`'"►�'�� Rough Plumbing: F r Final Plumbing: Building Official Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by tFiis permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents fog which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures'shall.be in compliance with the local,zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or oad and shall be maintained open for public irispection for the entire duration of the Electrical work until the completion of the same. ) t° Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building rind Fire Officials are'provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work::,_„, 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT °rT"Er°` �, Town of Barnstable 200 Main Street Tel. 508 862-4038 s�rvsrns�.E, � ( ) �p tlHbel,.$9 \0�A TfOM b INSPECTION REPORT Permit: Building -Addition/Alteration -Commercial Use: Date: 12/11/2017 11:61 AM Inspector: sheas Permit Number: TB-17-4160 Name: 879 CRAIGVILLE BEACH LLC Address: 879 CRAIGVILLE BEACH ROAD, CENTERVILLE Unit No. Inspection Type Inspection Item Status Comment Building Admin - BA - Copy of Applicant's PASS Construction License Building Admin - BA- Property Owner PASS Construction Authorization, if Builder is Applicant Building Admin - BA-Site Plan showing NIC need site plan stamped by engineer Construction location of proposed work. (If required) Building Admin - BA-Workman's Comp PASS Construction Affidavit Building Admin- BA-Workman's Comp NIC out of date Construction Certificate of Insurance Inspection Overall Comment: Please pay balance. Need letter connecting licensee to company he works for.. Need updated workman's comp policy. Overall Inspection Status: FAILED Re-Inspection Date: Inspector Initials: Person in Charge Initials:. Total Score: 100 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application ;� JI q90 �! Health Division BUILDING DEFT Date Issued Conservation Division DEC 5 2017 Application Fee Planning Dept. Permit Fee TOWN OF BARNSTABLi Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis (2, Project Str et Address 19 !/ Village Owner r 'IZ lhS Address �Z r Telephone Vill A� ermit Reques�1�'`SL�`� � 'L'l3�'�-4 SftJCP�J S 0y�. r�){�f p,//`��QY" � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Mood Plain :Groundwater Overlay Project Valuation 1�� � Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type:, Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No. Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new .size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ 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 r /� Telephone Number ��� r� •CrT Address S� License# 12��CC� Div . /yc•� ra 7-/ Home Improvement Contractor# /73Z 00 Email. fie/7M` '✓C rZ�.,fr — �' �• Worker's Compensation # PAY"Y.s�� ALL CONSTRUCTIO'N'15% S RESIJ.ONG FROM THIS PROJECT WILL BE TAKEN TO `�s, � ��✓ ,�,r ��' J dam-- / 1(+[/ir— i4s� ;SIG,NATU E e ' °y DATE l�/Jr FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:B46DD6B3-823D-45F5-88F4-00886B2FD56E tie r� Town of Barnstable Regulatory Services BAINSTABLE, * Richard V. Scali, Director MASS. °o 1639. Building Division Paul Roma Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section I, Mark Wilkins as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 196 Scudder Bay Circle Centerville, MA 02632 (Address of Job) DocuSigned by: EKi08A5F08F27CF43B-- CU/t�, ivus 11/22/2017 1 5:50 PM EST ....._...... .. Signature of Owner Date mark cwilkins Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form. r C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\L7U69LF2\EXPRESS(2).doc 01/25/17 '* �r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel g��rf D"VG E; Application #_e�-1-7 Health Division JAN 1 2017 Date Issued f -I z- 7 Conservation Division TQ ��, r Application Fee Planning Dept. 2R.r°f S,AaL& Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �V / Project Street Address 19(P SCu W.-e_4r &W Village C Ae,rVktkt_, Owner Address S cam, "ec 8ag G'I-cue Telephone $ 3� CCA+ell v �- Permit Request S W6MYS. CC114 h5 EW - �'� 'c F"G -A � � hcu-�1sT/�a�� '!6 � � ;v► Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1616q1 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ 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 ✓ j '(���W Telephone Number �u a ^( �'vl�CID Address PQ-/,( -Vey /4 License# IA!1 0V Home Improvement Contractor# G�,ltf./n�e-�+''Ile- w�-�'JC.aTi zafi O-�- C� Email 45inail.Ce- Worker's Compensation # U?4!ygs ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO An S /vim �� SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. -ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME +, INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Y Town of Barnstable Regulatory Services s " masrWLLRichard V.Scab,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis.MA 02601 wwwAowYn.barnstable ma us Office: 508-862-4038 Fix- 508-796-6230 Property Owner Must Complete and"Sign`.p s Section. X U5Jt j�� Mark Wilkins as{tuner of the.subject pro my hcrebyauthoxi7x to act Qb,rny behalf, in.akmatters relative"to,work authorimd by this building permit application for 196 Scudder Bay Circle Centerville, MA 02632 (.�iddress afob). _ Pool fc races and afar= are the resp0nsibIty of,the applicant. Pools are not to be filled or utilized before fence is listalled and all final' ' inspections are performed and accepted. . E-SP N-EQ by Mark Wilkins Signature of Owner Signature of Applicant _ Print Nanw Print Name Dam I t'�;E�tRIy1S'CI1�a'sJx�PFR1�tTSS1oNPC)(3L5 1 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE:. `7 Fill in please: Ww APPLICANT'S YOUR NAME/S: f Gwdo0 BUSINESS YOUR HOME ADDRESS: SG!t 404 r Jeg off- 36 �-o 14f7V 27ZU / } TELEPHONE # Home Telephone Number 73 �G NAME OF CORPORATION: NAME OF NEW.BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO r�- ADDRESS OF BUSINESS �' MAP/PARCEL NUMBER F' b (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) .to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSI0 ER'S OFFICE This individ al h n i€�for e f a y p rmit requirements that pertain to this type of business. GUST COMPLY WITH HOME OCCUPATIO u or' e Si not RULES AND REGULATIONS. FAILURE TO g ** COMPLY MAY RESULT IN FINES. MMENT -� I 6�-l I v c 2. BOARD OF ALTH This individual has,been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY] This individual has been informed of the licensing requirements that pertain to this type of business. ` Authorized Signature** COMMENTS: `Town of Barnstable, , Regulatory Services Thomas F.Geiler,Director { Building Division + 1A$NbTA$LE. + 9 139 g Tom Perry,Building Commissioner met .200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: 35�- D-O Permit#: OLD ` U 14 HOME OCCUPATION REGISTRATION Date: ✓w�o� ��� ° 36 Name: Phone#: y Address: 40/ C°-f/IE 6Gr Village: l� Y,�j/, ,G,_ Aw Name of Business: Type of Business: �-/W- /V/ Map/Lot:— INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation w2dnin single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discennible from outside the dwelling: there shall be no increase iii noise or odor;no visual alteration to the premises which would suggest anydning other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundcaater pollution. After registration wzti the Building Inspector,a customary home occupation shall be permitted as of right subject to the follower conditions: • The activity is carved on by the permanent resident of a single family residential dwellii-ig unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary ii residential buildings,and there is no outside midence of such use. e No traffic will be generated in excess of normal residential volumes. • The use does not involve tie production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,lnunnidity_or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same 16t containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one-van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on tie same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation.. If the Customary Home Occupation is listed or advertised as a business, die street address shall not be J included. • No person shall be employed In die Customary Home Occupation xvho is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with die above restrictions for my home occupation I am registering. AppIir Date: Homeoc.doc Rev.01/3/08 own of Barnstable d Rego-alafarg Services s Tltomas F Geffer Diiertor TO�tvr F BARTAL BaXMgDiivision Tara3'eaxy;CEO, ftfi %-CO stoner 2001vlakStreer�HyMMLMA 02601 wwwZvm bamstabJe tm m Offfca: 508-862-403$ Fam:508-?90-6230 E" ESs Per�x,�CCA-RO- - RFCIDEv'TLA,L t� Ivor veriaour�teaxr„ ,tt MaplparcelNttmber� . PropettyAddress lf6 S �y d / 12esider?aal Valm of Work S G G - ttmfee of S35.00 forlvork underS6o00.00 Owner's Nacre&Address He Iarprov=ent Co=ctorLi,wr T(.Yalrplirable)1 ja53(D 4�� i7 r'r Cz rConS om Comuvcrioa Strp�visor's Lir�se T(sfapplicable) ffwo�'s CorVarsationl e deck om: Q I=a sole prapzietor O,Pamtbe Haaaeowvex - JJ�_vv]]""I baveZvor3er's mpensatioulrce � C r, /� - W orlarr='s Corm.PobcyT _UJ C 00 Copq oflnsttratxce CoMplisnce CerOifrcaw must accompany each permit PermirR (cbeckbox) Q\� - roof(har cane l2ged)(SMPp-�ff Old SbM3glees) A-UronsMyCL1md bm ry1Mbe t2ken `J. tq— R e(bM3:icame nailed)(not stoppmz Goaog over =Sdaf 3ayzcs ofmo#� J ❑ RplacemeruW=dovos/doors/s3iders.U-Vajm ( 3�nofw 3dows of dcas_ i ❑ SmokelCarbonMono dda detect=42oorplans markedwithzedSandinspections requixe& Sepamte mecolmd&Fxte Permits required. M'I=e:eouzed:Is==ethis=22m: oesaatesargceomp}�aeeecahoz toped srregn t is$iaocie Conscr o�cte ***Ntte: PrOPM7ovp===-LsipaPmperwOvmerT-etrmofPemgSSion. A,copy of required-leHowe improvementCont met"s I!""se&Construction Supendson License ss Slf+�f.A.TL7REc ,, C 1i7sasld:col$cLkppDanllo�Z412iaosofitWndoaslTcmpormylaa»r9s�CattartOaBook�&^Ri68D[rAtII�p�FSS.doc Revised 061313 the rate of$6.00 per panel including Materials & Labor. There are 6 Panels per sheet of plywood. Possible Extra—Any rotted or otherwise deteriorated trim,boards, plywood sheathing, lead flashing, or other carpentry needing replacement will be done and charged for as an extra at the rate of$75.00 per hour, plus 20% mark-up materials. FRASER CONSTRUCTION guarantees the°labor for LIFETIME of roof. FRASER CONSTRUCTION guarantees the shingles against Blow-Offs for 15 years. Please note that all pricing is contingent upon current market pricing. If contract is not accepted within thirty days of date of proposal, change in price may occur due to deviation in material price. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRICTION,LLC. Carries Workman's Compensation and Public Liability Insurance on the above work,certificate.available upon request. DATE OF ACCEPTANCE: ��'�" - F Homeowner Fraser Construction, LLC r Town of BarnstablePermit: Regulatory Services ate: l( I�-, ►� wY o�t"E ri Richard V. Scali,Interim Director o Fee: x Building Division sn MASS,iE Tom Perry, Building Commissioner 9 . � 200 Main 4 Street, Hyannis,MA 02601 K ► 3�1Y www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: MARK WILKINS Phone: 5086482950 Install at: 196 SCUDDER BAY CIRCLE Village: CENTERVILLE Map/Parcel: I(as 05" Date: 11/24/14 Stove A. New/Used B. Type: Radiant/Circulating C. Manufacturer: r-Ghvir® Lab.No.f\j-T17Ylq 1'sz� C6 D. Model No.: Chimney Ne /Existing (If existing,please note date of last cleaning) B. Flue Size A 0 C. Are other appliances attached to Flue? in D. Pre-fab Type and Manufacturer S,,m p5)n�)Lra utent 94UA-J 4P-4 Pro E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor'Construction: LOMA Installer Name: CAPE COD POND SUPPLIES INC Address: 1220 RTE 28A CATAUMET MA 02534 Phone: 5085647663 _ Location of Installation: 196 SCUDDER BAY CIRCLE CVILLE MA H.I.0 Registration# 173250 Construction Supervisor# 105001 OR check_Homeowner Installing, no license required LICENSED INSTALLERS SIGNATURE: APPLICANTS SIGNATURE: SEE A H. FUKM APPROVED BY: d UV U— Please make checks payable to the Town o Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Q:forms:stove Rev 11/4/13 .ter e CENTE R COM A Division of Cape Cod Pond supplies, Inc. Date: 11131ZOq Installation Authorization Form I hereby authorize The Stove Center (Cape Cod Pond Supplies Inc.) to act on my behalf iq relation to a stove installation for the property S „ sr— ► ((/, .located at °� �t�" o 163Z This may include authorizing town permits, inspections, and other documents relating to the aforementioned installation on my behalf. Printed Name Ao,l Signature 184.34. LOT AREA 34,745 SF _o - co SHED y N � � O � N O t3 O „1 Q II 41.9' to EXIST. a DWELL. CONCRETE FOUNDATION Ln o rn � o � m cry, A=28.27' R=18.00' ' 35.p0' 112.00' A=56 .58' R=425 .00' HOLLY HILL ROAD u FOUNDATION PLOT PLAN DCE #14-291 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE I LOCATION 196 SCUDDER BAY CIRCLE PREPARED FOR: CENTERVILLE, MASS. SCALE : 1" = 40' DATE : OCTOBER 8, 2014 PINE HARBOR REFERENCE : ASSESS. MAP 188 PCL 105 wo s DUCTS LCP 27801A SH 1 q� DANIEL y� m I HEREBY CERTIFY THAT THE STRUCTURE A. OJ �, SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. NO.40980 O Off 508-3m—wl ( F $S\O�Q� fox M 362—OBW qND SUR\JEyO down cape engineering, inc. I A C/V!L ENGINEERS —0 o L' —_— -- --------------- ----- LAND SURVEYORS 939 DATE REG. LAN SURV OR Ma/n Street — YARMOUrHPORr, MASS. D TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 30 Parcel r Application4 U Not Health Division Date Issued ' 11 Conservation Division Application Fee -9 /00 ft-U, Planning Dept. Permit Fee LO Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address I q SLIZOOM, . Village C°0TrfiE V I(F, Owner #7 IV/ Lk_gikps Address I�(B s�Udd/� &�f Cie Telephone 6 / 7 - 6 / 0 - 761Z_ Permit Request S 1✓Ve-4 - 2 X 3 to (rS¢ �- b-e&6Y7 S� - tea c G�� �- ® �►� �✓ I t't 0 Uf7 I► �i� - Square feet: 1 st floor: existing proposed15 6 42nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ® J Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach su Irting do_dt3men8lion. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) . Age of Existing Structure 0 Historic House: ❑Yes /!!�o On Old King'?? hway: taYes to Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �.. Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft . Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing® new Total Room Count (not including baths): existing ® new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other _ Central Air: ❑Yes �No Fireplaces: Existing New Existing wood/coal stove: ❑Yes RIQNo i 1 Detached garage: ❑ existing Xnew size_Pool: ❑ existing ❑ new size _ Barn:(existing Wnew size 2NX Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use Proposed Use ' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) J*W Name ft/,� �'r #M6relephone Number L130 Address all rit License # of Home Improvement Contractor# 13 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY `APPLICATION# DATEJSSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER 1 DATE OF INSPECTION: ff FOUNDATION OK 017 1 {ti FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH f FINAL , { PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINALBUILDING O��t i l DATE CLOSED OUT I } ASSOCIATION PLAN NO. Client Shipping moshoro Project Name: Job#: Quantity 1 Description: Rosboro X-Beam 5.500" X 16.000" - PASSED , 11:33AM Paa/gee I o of f 1 Designer:JLP 19 u } 1 1 t;el`'e 4i i iF , a $itt ? t 3 f` dt16) ij} y 1 a¥I }} #( 11# t sl t tt�= f # q part ja ! ,yt t 1I i {` It� et(t aF Ft i i� : y itgrttciat$ # #'.} Yk ift_ EfiS `� 3--i a.a°,'.." «9s C� } a -41 1 SPF _ 2 SPF 24' 'I`'�5 1/2" " 24' Type: Girder Application: Floor Reactions Moisture Condition:Dry Design Method: ASD Brg Live Dead Snow Wind Const Deflection LL: 360 Building Code: IBC 2012/IRC 1 4193 1646 0 0 0 Deflection TL: 240 Load Sharing: No 2 4193 1646 0 0 0 Importance: Normal Wet Use: No Temperature: Temp—100°F Deck: Not Checked Vibration: Not Checked Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld,Comb Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case 1 -SPF 6.000" 2.500" 100% 1646/4193 5839 L D+L Moment 33758 ft-lb 12' 45101 ft-lb 0.748(75%) D+L L 2-SPF 6.000" 2.500" 100% 1646/4193 5839 L D+L Unbraced 33758 ft-lb 12' 45101 ft-lb 0,748(75%)D+L L Shear 5150 lb 1-8 3/4" 15547Ib 0.331(33%) D+L L LL Defl inch 0.695(L/400) 12'1/16" 0.774(1-/360) 0.900(90%) L L TL Defl inch 0-969(L/288) 12'1/16" 1.160(L/240) 0.830(83%)D+L L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top unbraced. 3 Bottom unbraced. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Uniform 12-0.0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF Self Weight 21 PLF • Coastal Forest Products 451 South River Rd,NH USA 03110 COASTAL Powered by i5truct 144 062 C-W.CULATEU STkOURED CU-4GNS > a I RMIT Town of Barnstable *Permit+ o� Expires 6 months from issue date Regulatory Services F g Thomas F.Geiler,Director prED�.I A ®F �p {� TABLE Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us -0ffice: 508-862-403 8 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ` Not Valid without Red X-Press Imprint Map/parcel Number ( g b Property.Address (O r 4 y D Ott x / gV GU .Lyf f d-N rMW.,Llv� A'i-DZL3t Ob�e/sidential Value of Work -A- Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �� 7% Contractor's Name Telephone Number I 1712 36,W Home Improvement Contractor License#(if applicable) / &V Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman.'s Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit Permit Reques heck box) e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to e ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side #of doors ��eplacement Windows/doors/sliders.U-Value of (maximum.35)#of windows f� ❑" Smoke/Carbon Monoxide detectors 4 floor plans marked with red.S and inspections required. . Separate Electrical&Fire Permits required: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. : . A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: Q MPFILESTORMS\building permit forms\EXPRESS.doC Revised 053012 O� * IL4grAB14 9� '� ,0g A `Town of Barnstable . Regulatory Services Thomas F. Geiler,Director Building Division R Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 4 Office: 508-862418 ' Fax: 508-790-'6230 Property Owner Mus mplete and Sign This ection If Using A Build as.Ow r of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this b g permit application for: OA (Address of Job) Sign e of Owner Date Print Name If Property Owner is applying for-permit; please complete the Homeowners License zemption Form on the reverse side. ` / x 3 Q:\WPFILES\FORMS\building permit forms\EXPRESS.doC Revised 051811 �tME t, Town of Barnstable Regulatory Services * BAMsreBIX ' Thomas F.Geiler,Director 9�pr059. MASS Building Division Ec 1r1P 6 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: n JOB LOCATION: �vv00 � GG/� f •. //4A 0 Z G num�ber� stre6t village r "HOMEOWNER": if�lilD� A1O0) a4 -,ff 1!jqKl�- d ( d�73' e `�J home phone# r work phone# CURRENT MAILING ADDRESS: ! ! ®o� 461q`f Uf/i a� Aerm —� cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of s '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. 4Theersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection es and r uirements an that he/she will comply with said procedures and requirements. of H e er 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:\WPFILES\FORMS\building permit formS\EXPRESS.doc —wised 051811 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION p l�6l Ma Parcel Application # Health Division V Date Issued Conservation Division A pp lication Fee =` Planning;Dept: Permit Fee Date Definitive;Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address Vlaw 15:YL d)g le g zKk Cdz Village Owner Address Telephone S�®dam' 0 Jio zeo Permit Request �(J�2/L_ Co ��/Y)�Is �✓ 7y2t37.L S✓��. 1/ �vt11 r Square feet: 1 st floor: existingoposed — - 2nd floor: existing 60 proposed '$ Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ;D�� Construction Type _57 I Lot Size y ISr Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Y S Historic House: ❑Yes ANo On Old King's Highway: ❑Yes tWo Basement Type: gFull Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) /�o .^f w .- Basement Unfinished Area (sq.ft) �,�o© 4 Number of Baths: Full: existing c� new _ Half: existing new Number of Bedrooms: existing anew _N Total Room Count (not including baths): existing new First Floor Roo Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Otherz:l r Central Air: ❑Yes a No Fireplaces: Existing New Existing woo Q oal stove: ❑YesNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑e isting � new; size_ Attached garage:Adexisting ❑ new sizeQ_—Shed: ❑ existing ❑ new size = Other: w Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes &(No If yes, site plan review# Current Use Proposed Use -57• APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name i� � Telephone Number ` Address /9� �C�D:OG�'� �i�� License # 0 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Z_064t, lloc, SIGNATU DATE 4,% —d 9 FOR OFFICIAL USE ONLY 4 APPLICATION# `µ DATE ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE OWNER i DATE OF INSPECTION: j FOUNDATION FRAME s INSULATION f FIREPLACE ti :r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL , FINAL BUILDING CO K DATE CLOSED OUT ASSOCIATION PLAN NO. ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: pixio Site Address: print Town: ` Applicant Phone: Applicant Signature: f ,t/ Date of Application: NEW CONSTRUCTION: choose ONE of the following two,o lions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS NI xnvaiM 'MINIM" Ceiling or Basement Slab Option 1: Fenestration exposed Wall Floor Perimeter AFUE U-factor floors R-Value R-Value wall R Value HSPF SEER R-Value R-Value and Depth National Appliance-Energy 3 5 R-3 8 R-19 R=19 R-10 R-10� Conservation Act(NAECA)of 4 ft.• 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http•//www.energycodes.goy/rescheck/ ADDITION 'OR ALTERATXONS.TO EXIS ING$TJII,DTN(jS'O-'ER 5 YEARS OLD* *)Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b-a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing Xs<40%.uge the chart below. - . If glazing is > 40 %pr6ceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM ] hoovfuM Ceiling and Slab Perimeter ❑ Fenestration Wall Floor Basement Wall R-Value U-factor Exposed floors R-Value R-value R-Value R-Value and Depth .39 R-37 a R-13 . R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not com ressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing'area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form found in Appendix 120T B 06W" ft ' I . Town of Barnstable ��ZFtE Tp� Regulatory Services auwsrxBLE Thomas F.Geiler,Director ��� Building Division ArfD MAy ti I Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us t ' Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION JPlease Print DATE: ( Q JOB LOCATION: Ili _ e-00,0 Ae y ir-`"6 number street village "HOMEOWNER!': name home phone# work phone# CURRENT MAILING ADDRESS: `7�p c7C'(J/JD f y-, city town state zip code The current exemption for``homeowners"was'extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department ' minimum inspection procedures and requirements and that he/she will comply with said procedures and require Signatufe o Homeowner 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:\WPFILES\FORMS\homeexempt.DOC • r �TNE 1q,, Town of Barnstab Regulatory Service BMNBfABLE. " Thomas F.Geiler,Director 9 Maea.� •�'�o�E Building Division't g Tom Perry,Building Commissio er 200 Main Street,Hyannis,MA 02 O1 www.town.barnstable.ma.0 Office: 508-862-4038 Fax: 508-790-6230 Prop Owner ust Complete a d Sign T is Section If Usi AB ilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by building emnit application for. (Address o job) Signature of Owner Date Print Name If Pro pea Owne is applying for permit please complete ' e Homeowners L' ense Exemption Form on the reverse side. Q:FO RM S:O W N ERP ERM IS S I ON rm Is Elm I MIN M No ME 0 1 SEEM rmm No � r � �ii ONO 0 NJ■n R MEN Is M ON ME ME Is ME IN momomm ONE 0 IN III No 0 MEN NONE MEMO- Elm No ON Is ON MENEM MEME 1mmmMMM No MEN lim. 0 SEEMS momom ME I MOEN 0 0 moon MEN mmomms 0 SEEN I MEN immomms No MMMMMMm No I'm No mom INN ME 0 No ON MEN! 11 M SCNo on �C IMEN ONE i■i ENNE MOON n �u I � • a l i Swa&son. Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential. Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&SwansonStructuraG com tA/_ ..�r {s _ ".• ' ���-l�� �' ;'(( t i_ ...i_ E ; 77 r I v k , __;--�' __-<_-__.-�___- --_---' ��-- � _� #ZXdO /�I-FF✓�'���J �X�o{ C�l�l TQl5; G5 fj�,6 -F b5r� i � 24,01 ! Zxfy Its , _� °,�a a - ' �_ i i � r ��� ��f I �-�I • • ,__'_'j__—. _�—?,.-,_,€—t----... ..+_._�.___-{„_.._.e -3'-'---t t 5_.__�- �� '._3x�i.�,� .r`2r4+'_�i��•lw F{ .• _ � I t 3 �ucTtJt tF._ i !V- 3 3 4/Aa l _ It--�/ 1L T p 61 �/��f� � ' '_�Q-__. L .--�___.�.�c� ._.�.W23 I�S1� 11�.�.�i�5._. �,B�A�S .l_�¢:.�_ l�7 7�'�� C�� C�Lt/�1+�✓� t 7 A s # --r�- s � (�C 2. Job Name 1&d n� �G� Job Numb L 2,4 150 Op ' . /�. /D�� C� � Number � - L` ' - Location �l 7 [G �C Me—a � Y�---C//2 C�/�jar Vj L� 5 % Sheet ! (o Client Lei ' i/i/DD ..._ 9 GU� V f Date r' .SNdnSon Structural. Inc. Paul W.Swanson,P.E. Engineering Services ` 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 ti Pau&-SwansonStructural com ! 1 t t {�....`s(� j - - --- ,. _..�_.,. STF IU - U`l-AL c»}I t j No;35334 t j I ( J�!•`tf' `y ifL� �O(O } 5CG { {��ri rL J(l�'�•' ,3 � j . _ l i __ Job Name Job Number O Location Sheet Z of Client By Q�/I/ Date Swanson Structural, Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Paulna SwansonStructural.com f � P .�f._ !_t°TTr2,_ Co 1 f • i F �" ! f , _.�_—L_ �'° � .,.___ � I 1 Zx�.✓� l�_ti�e C_k,,. S `1 f -\� 1 4 3 I t `4 � i i gn �" , r i j 1 1 I 1. i ...._.............._ i ( .iY. .. -llY r tr WL Yb hb ry JkP AY lV 3 " k t! STRtJC?I'RAU v; a No. 3534 kf i E�Yfr + ' i 1 j 1 i E i i 1 • w e LL 'Job Name' Job Number Location Sheet of (o Client gys Date l= COMPANY PROJECT Paul W.Swanson,P.E. Dan Wood woodWorksSwanson Structural, Inc. 196 Scudder Bay Circle 116 Forest Street Centerville,MA SOFMAeetne WOOD 0010' Franklin,MA 02038 job 3386 June 18,2009 12:46:02 Beam 01 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? Loadl Dead Full Area. 5.00 (4.00)* No ` Load2 Snow Full Area 30.00 (4.00)* No *Tributary Width .(ft) MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS (in) 0' 11.41 Dead 142 142 Live 665 665 Total 807 807 Bearing: LC number 2 2 Length 1.0 - 1.0 Lumber n-ply,S. Pine, No.2,W",2-Plys Self Weight of 5.64 plf automatically included in loads; Service:wet;Lateral support:top=full,bottom=at supports;Load combinations: [CC-IBC; SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value Design value Anal sis/Desi n Shear fv = 50 Fv' = 195 fv/Fv' = 0.25 Bending(+) fb = 1021 Fb' = 1173 fb/Fb' = 0.87 Live Defl'n 0.30 = L/447 0.37 = L/360 0.80 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 975 1.15 0.85 1.00 . 1.000 1.231 1:00' 1.00 1.00 1.00 - 2 L Fv' 175 1.15 0.97 1'.00 - - - - • , 1-.00 ' 1.00 1.00 2 Fcp' 565 _ 0.67 1.00 - - - 1.00 1.00 - _ may' STRUCTURAL E' 1.6 million 0.90 1.00 1.00 1.00 - 2 f No. 35334 Bending(+) : LC# 2 = D+S, M 2236•lbs-ft Shear LC# 2 = D+S, �V 807, v design = '719 lbs Deflection: LC# 2`= D+S EI= 76.2le06 lb-in2/ply (D=dead L=live S=snow .W=wind I=impact C=construction CLd=concentrated) (All LC's are listed',in the Analysis output) �� 01 DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed_ that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. 4 COMPANY PROJECT rz Paul W.Swanson,P.E. Dan Wood Woodwo' rksO Swanson Structural;Inc. 196 Scudder Bay Circle 116'Forest Street Centerville,MA Franklin,MA 02038 job 3386 June 18,2009 12:46:35 Beam 02 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or plf) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Dead Full Area 15.00 (6.00)* No Load2 Snow Full Area 30.00 -(6.00)* No *Tributary Width (ft) MAXIMUM REACTIONS Qbs) and BEARING LENGTHS in - r �1 0' 6' Dead 283 283 Live 540 540 Total 823 823 Bearing: LC number 2 2 Length 1.0 1.0 Lumber n-ply,S-P-F, No.1/No.2,W",2-Plys Self Weight of 4.39 plf automatically included in loads; Service:wet;Lateral support:top=full,bottom=at supports;Load combinations:. ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Anal sis Value Design Value Anal sis/Desi n Shear fv = 45 Fv' = 151 fv/Fv' = 0.30 Bending(+) fb = 564 Fb' 1207 fb/Fb' = 0.47 Live Defl'n 0.04 = <L/999 0.20 = L/360 0.22 ADDITIONAL DATA: a . � FACTORS: F CD CM Ct CL CF Cfu: Cr Cfrt Ci Cn' LC# S ,�u0�1 Fb'+ 875 1.15 1:00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 135 1.15 0.97 1.00 - - - 1.00 1.00 1.00 2 STRUCTURAL ce, Fcp' 425 - 0.67 1.00 - - - 1.00 1.00 - - No. 35334 E' 1.4 million 0.90 1.00 - - - - 1.00 1.00 - 2 Bending(+) : LC# 2 = D+S, M 1235 lbs-ft Shear LC# 2 = D+S, V = 823, V design = 657 lbs y Deflection: LC# 2 = D+S EI- 66.69e06 lb-in2/ply 9 (D=dead L=live S=snow: W=wind I=impact C=construction ,CLd=concentrated) �8 (All LC's are listed in'the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3.BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded.Where beams are side-loaded,special fastening details may be required. _ _ - b COMPANY PROJECT Paul W.Swanson,P.E. Dan Wood Wood Wo rks' Swanson Structural„Inc. 196 Scudder Bay Circle 116 Forest Street Centerville,MA .50MVARFF08 WI Franklin,MA 02038 - job 3386 June 18,2009 12:45:32 Beam 03 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs,psf,or plf) Eoad Type Distribution Magnitude Location (ft]' Pattern Start End Start End Load? Dead Full Area =10.00 (4.00)* No Live Full Area 60.00 (4.00)* No *Tributary Width (ft) MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS (in) 0' 5'-6" Dead 94 314 94 Live 495 1650 495 Total 589 1964 589 Bearing: LC number 2 2 2 Length 1.0, 1.4 Y 1.0 Cb 1 1.001 1.28 1.00 Lumber n-ply,S. Pine, No.2,W", 2-Plys Self Weight of 5.64 plf automatically included in loads; ' Service:wet;Lateral support:top=full,bottom=at.supports;Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in) Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 56 Fv' = 170 fv/Fv' = 0.33 Bending(+) fb = 277 Fb' = 1020 fb/Fb' = 0.27 Bending(-) fb = 493 Fb'-= 1018 fb/Fb'*= 0.48 Live Defl'n 0.01 = <L/999 0.18 = L/360 0.08 ADDITIONAL DATA: ^c "mod i t E,p FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cri LC# Fb'+ 975 1.00 0.85 1.00 1.000 1.231 1.00 1.00 1.00 1.00 - 2 4," p;ULIJ Fb'- 975 1.00 0.85. 1.00 0.998 1.231 1.00 1.00 1.00 1.00 - 2 �e7 _CZ Fv' 175 1.00 0:97- 1.00 - - - - .1.00 1.00 1.00 2 Sby,�.d�Oti Fcp' 565 - 0.67 1.00 f - - - - 1.00 1.00 - - ' STRUCTURAL E' 1.6 million .0.90'"1.00 - - -. 1.00 1.00 _- 2 N0: 35334 Bending(+) : LC# 2 = D+L, M = 608 lbs-ft Bending(-) : LC# 2 = D+L, ^M = 1080 .lbs-ft ss NAL Shear LC# 2 = D+L, V = 982, V design = 809 lbs, Deflection: LC# 2 = D+L EI= .76.21e06 lb-in2/ply (D=dead L=live S=snow .W=wind I=impact C=construction CLd=concentrated) ! (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1: 4. BUILT-UP BEAMS:it is assumed that each ply is a single continuous member(that is,no butt joints are present)fastened together securely at ; intervals not exceeding 4 times the depth and that r " each ply is equally top-loaded.Where beams are side'-loaded,special fastening details may be required. • TT 1 IZ nI�W; Pi/GN Axe ard-Azt,- � I y- io "Co Nrrn+SoN sNIN d S. .`�`tf/�SPof�LT .RdGhi � A40/&15 rr Gd Ax S<�iAJGi 4 Zx 8 Pr 6 ox !}5 em rx/5,^itir -- T:'v 2✓S P r. TN&U-4Ce aN Ad;W� - L oud 13sm/a G/ru1�a� in O I U W� /><e/ rw'11F1 lo���ur� 4 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map IN—/0!i Parcel Permit# l� Health Division loci ®` *xqeloi Date Issued _ �d • I Conservation Division 101 19 !0 Fee 7 . ° Tax Collector Pi�l ( r e Treasurer !0 11 Pp _ SEPTIO SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONIMENT L.CODE AND Historic-OKH Preservation/Hyannis TO-WIN �dEGUL.ATt ONS Project Street Address Village Owner Address Telephone7� s P Permit Request Z zz x e Square feet: 1st floor: existing Idloo proposed 2nd floor: existing proposed Total new 3(6 Valuation bt Zoning District - Flood Plain Groundwater Overlay Construction Type 30 86� Lot Size /?Ted Qal -P -- Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Lf Age of Existing Structure 0 Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑ No Basement Type: Q� Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new — Half: existing new Number of•Bedrooms: existing_y new Total Room Count(not including baths): existing �r new First Floor Room Count Heat Typeand Fuel: ❑Gas �l Oil ❑ Electric ❑Other Central Air: ❑Yes `b No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn: ❑existing ❑new size Attached garage:i 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 _ Name Telephone Number 4 Address I License# 4 w Home Improvement Contractor# 0799 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE s FOR OFFICIAL USE ONLY cr �;.• t ' Y PERMIT NO. r DATE ISSUED MAP/PARCEL NO,. ADDRESS VILLAGE ' OWNER ; DATE OF INSPECTION: FOUNDATION 8 FRAME INSULATION FIREPLACE - .a } ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH- ~ FINAL 1 ' ... 1 �� 17 FINAL BUILDING .�1 `' - — r . � h DATE CLOSED OUT _ t ASSOCIATION PLAN NO. { t Op THE Tp� The Town o f Barnstable .; 9 e"R. g Regulatory Services MAS&i639• `�� Thomas F. Geiler, Director, �plfD MP{A Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street.Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations.renovation,repair.modernization.ccupied ion. improvement.removal.demolition,or construction of d ell addition uu its ny or to structures which are adjacent to building containing at least one but not more than four dwelling such residence or building be done by registered contractors,with certain exceptions,along with other requirements. d Cos Type of Work: /fie timateh�- Address of Work: Owner's Name: Date of Application:' vZ 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 PEHOME IMPROVEMENT WORMIT OR DEALING WITH RK DO NOT HAVE CONTRACTORS FOR APPLICABLE UNDER MGL c. 142A. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the o/ner: �2a ontrac e Registration No. Date OR Owner's Name Date q:forms:Affiday.rev-070601 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 4,7 square feet x$96/s .foot x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) 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 Open Porch x$30.00= (number) Deck �— x$30.00= - (number Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) g P ermit Fee projcost SMOKE DETECTORS O.K. BARNSTABLE BUILDING DEPT. ' - �� � � ��//� � _ - i Ir,--mT-rarr--ram•-�, - .. F 508.428 9I n esigns C - Pq cogri9nl O NMf 1 AI 9 nary p Iayb—by D.C.O.ar<fo nIY�Ab, [IIY P-1 Oi 1e :,�-�ck..secztoN:C ::e1 V 508.458.6741 a in 0 0 es ionto s .r9.er yry '"CRAW 6PA - y1 A2 i, t Prel.m�nnry p.anr a ..your:by UC.O.are.. n.y.nnyo <uy prom el Y `R. LW '.'ram' -^'Tip' :En•\r •_r.y_ .•�: .. .. _. f Vat _ .- -' +`^`. .. «"t ,.r .1"!I 4-.."",I 7,. ..7 I t- _1-1-.*.�:"..�:..",`��..�'�::-,:,,*:,.,*I..V",,�.,�-.. '..l 1"f;�"-.'.I-!_�`1�-,' M .,1�.�,.".�I,�1�%....I t,-",I.It ;.,I"1'-1...'1.".1 -�..�..'... ..�-_'.�.._ ,...1_,L.�. If 1-45i�,��-,._.I I. '...,.. .��.,�II : I.�...I. -1..,.I.. ���.�I .I I.... _I��.- .II II.I��.., I 1 I. .z a , . ...- ,� - .r �-, .. ' � -- " !tea _ ..,? t,� .. .. _ 3,gar 1 t ,p u H,1, •�: s k. � t } .. - a _{ .} n 4 .. n , it .r .:_ ... it,:.?.:r a ,. , 4+'. - < ... .. _ > n. .. ).'.b v3'� "'Y Y"�W n ,... f, .. v. 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I- r '. 1 j S 5 _- �{ .�� r - '� a6. >e� L.� t�0 $ Zoning District• M-1 ' TIOtEE 20!+,MANHOIES,WLTH.READILY:REMOVABIE MPEI)NEABtE!. : • t ' l IL .. OY@TIQAP, - .. COVERS:oF'DURABI:E'NAIERUL$NaIJ:'9E•eRONDED:xnMrAGCEss I=2:.t 9Q•OPI, . - Pom:nETNO PLACED.AT,THE:C--,:,-. OVER 7NE'INLET AND ,:... - -Il. , 0} . .J^lBthiB 1 ?B . . - THE OU TEE A+ALL.IiE EQUIPPED;a1TM'GAS BAFFLE:'.: (..' .. ;. mow`"'sma' 7;>s v-' , roII Setback• - • .. . ^d»n _ Petro i i 6 side .Beer 10' . 1 �I �a �. r5 .r: {; .. I. A"_!m ns Detar Ma 18B-Los ,. . 1{ !e. i Reconl O er. .. .. 1. tl L, .®PAe to M Temmpout t rYPI {{ a . . . ' 1R. �{ i .., t.; sr.rr eao- tlil,,....I�R...,L�:..�:..-.....;�-...",.�.'..�.:.......�,..,...:1,,,.;'.-*.I.,. . ., .:"(3en6tal"CoRstruclionNoTes •': _ - IPtllre , -- er �° }L� P"O Boa'9Bo7.. f� 1{ %t I }I . Proygvea.iaoc oertm stag:: sk Pineh+usx. NC:28974 l." All th0'worlDnarlshlp anl mataTais shall conform to D E:P.Talk S 6d'ft Toq of'• '.' '. 1B o / g . l ) eMeiWegeol-Lp omfortbe:>w1>wfi- alofseww Lot.':. 51 , -1y - 1 FEd1A Date Zones -C'& 6' ,�d t js.' r / '' my Panel'mom'o0m D 2. AT least orc aDaa port ever ti*,tm,sba be accessible wittiin;6 inches of finish grade, - b.. 173M,1.f• ag fG - o ,r Patnel Re wised,• July 2, 1992 With engremalmngaceess ports btonght to within 12 inches of finish Fade. {.. /„ 41 pc t \ tt o 8d9 ylntioh A g o �{ � I t t0 _ - q:...I.:.,.�I.:,,.......%.,1.-��".�.�.1.,.:..*-..HI0.-_.:���..' . 3. All components of ilce aammry system shall be Ixpable of withstending'F3 IOiosAiug. 1 t , unlesstlieyatetmdera{etluai0fseiofthtvasoT:parinngN=201oadiugsbell.DDnsed' 1. t T, . / ' Imdar of Vdfih O to feat ufdnveaor pminng tP!i sm noted"..' ... 'X1 r T, t{ { ,e� R / / { �. . 4. The occevator/coeDactor shall Verify the looatioabf a site tolities prioi to any _'-1 T { : f t'` . . ' 1 lser .,. 5.' Sewer'papesshellbo9wxbSahedute.40.PVC'hiidet0.02slope. - - Llt. ?e `\, - '``� . ::�` lSd , '`t% ,'y6,p0 ., 6- Arty It m Imps used m br L CoJ"to Fade shall be moitsred m.place. `� .. 1 1 1 {, ^., . FI : - 'BBB 7. Finish'grade shell 6svda'mimnnBa slopb of0.02 feet' foot:' -: 1tt -� � . - ` �°s ` 00 ... . { ,:\. rI II - _ .i 17 ... .::: : ;., r .. . . `14 0l+ Pape, ` ... IL - - `19', LI SOIL OBSERVATION DATA: ' t - . ° - - .. . ,:. - .. .. : IB iB TEST DATE IO-\\-o{ + :. - ' - SOLI EVALUATOR ti rev•-e ^.n DEAON:DATA ' 7� '• : E%CAVATOR PA��r.' .S'1 mluk.T�a,Y �,,1i6:••Ht;� 3` t o' ;d Se $e' '/S . te�2 llepair PlQn . `: ` PERC/ItATE a_-M I , TYPE No.,BETNt00NS' GARVAGE DISPOSAL ,II ll I J N DI P/#Pd-Flue ' OT90i•fTAW3K Vo a%3o SZ...urn-�' �=:N.r• .. ,Iw.W.ytt 1 +FPS lss Scudder .Ba Circle Centerville, .Massachusetts y$ , .t.� uvn[ig SEPTLc JANK S 1�� ,.&,_,, 'P,a cn... - 'S IA•A'�.` . �•f4• --I---��„a. .i hmra Scare: .f =A7' Doti& October lZ RO01 '. 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'I':.:'.k'I..�:.."....�..J�',..,I I d....r;..'.�.,�:.".:�1... I.-I'�... �I..1�; :...,. .:.II.,I'll :. . . FLDYIl1NE'.. ....: .- .�I.....� .1�.t..l iL. �.A. .I...,. .. RII II I z. .. .. Ia p . _ �-• o < \o.l.- "lh+neh./FdtL 117e L. . .. To YIN. r uao sow p-'�' : '..` 1 0 .. _ _ >.. i 6L. _ .. .. - .r . . .. .. wv,a. ti .,. r .. PROPOSED+S.A S "REN . C770N '. � _:... -..,... ,.- .. .. : Na el 600,Callen.PiYoget CbembQts 'T- 6. . ... '. ' .r .. ed stone T CH SE , . . - � . Iv I. S/4 Y 1/1' 1►eshed C!•ueLe. Stowe � . .• .PRECAST REMFORCED'CONCREiE - .. : 1500 OALLON PRECAST'REINFORCED.CONCRETE SEPTIC TANK DISTRIBUTION BOX 11 - - III . WSi. I CfL A'LEVEL BASE T. - - .. MaaAIUM CONSTRUCTI09 MA7EWALS;PER 319MIR 15.226(2)' . '' - - 100.00 . 1lT:SS SNALL:BE CONSIRUC. . . ;., MINa/UM.WML THICKMESS:.2' Sp1EpULE 10 PVC AND : , SHALL E%17Di0 A MINRAUN OF:6'#ROVE 11a:FLOW.LINE. MINIMUM'wSIDE DIAIFJISION tY .: < OF THE SEPTIC TANK AND BE 01'I'1HE CENrERLWE OF1HE A - . SEPTIC:TANK.LOCATED'DIRECTLY UNDER,THE CLEAN-OU7 IXriIET wVERTS SWILL'.BE EQUAL TO:FaCH - MANHOIE.. - .-. - OTLER.ATA AT Y-MMIIdUN BELOW AAET wVERt. - e(� bg70� THE INIET PIPE.tTtVATON SHALL OE.NO 1E55 THAN'2'NOR THE DISTRIBUTION ImES FRaM THE''DISTRa]UTDFI:BOx .. 7 .Q ':t MORE THAN S'ABOVE.7HE INVERT ELEVATION OF THE - '- . "S4 OUTLET PIPE. SHALLAlL-NAVE EOUAL:'NVER75 AS tXIERlMfap'BY.:FLOODINO .. g - . .. . . THE DSTIBUTION BOX'TO TIE`IIpOHT OF 7HE DSTRIBUTIOH "- .. • .MI NBD . '., ..LWE MVEAT AFIEN ML'LUIES-.NAVE BEEN SEALED-W:PLACE .•,',, . 9EPTC TANK SHALL BE MSTAt1ED:lEV0.AND TRUE.TO ORADE _ wVERT A0.6lSTMFNIS 3NALI,BE:yADE BY F0.1d70-MITI:DURABLE �'.16 -- ON A LEVEL'STABLE BASE THAT'HAS BEEN uEgAIRTO Y'.. AND NON-DEfORYABIE MATERrAI':PERNANFlJ7LT FA5TEND-70 7HE l COLIPACTED.AND ON TO MIOCTI;51%.MdiES GF CRUSHED STONE LINE OR RtL'ON57RUC7WO.lHEtUNES UNTIL ALL.RIVETS ARE"Op A . 0 L 30.B HAS BEEN PLACED TO ENSURE aABILITY.AND 7o-PREVENT EQUAL ELEVATON. - e.. . . , SETTLING. . SE TO TANK SHALL HAVE A MWIMUM COVER OF B'. ' ,is.V 1\L ; . '♦ ' //T7��� TI p,THREE 20'.MANHOLES,MTN READILY REMOVABLE 0.1PEitMEABIE. - 1\ `l � ^ lJ.�l+ O O.COVETS OF DURABLE MATERIAL S++ALL BE-PROVIDED MM.AC-SS . - - PORTS BEM PLACED AT.THE CENTER AND:OVER THE'INLET AND ..� - . _ OUTLET TEES' ., 'J tt77g i i;ed 1 �YB ' _ - 16 1 .. .t. �} c ... ..la Zoning District• Rd 1 + 1?392 t gq'•pf Overlap AP THE OUTIP_% TEE SHALL.SE,EOUIPPED':MTI-GAS BAFFlE.. ' o ' , , T '`I ' <.+- _ ,. Build111B Setbvclts.• vL. c':. - 1 Petle + n:l 3ide ar 10' ♦; 1 . �� 1 : t .. I Ie Ayyrcrhadte Glee Assessors ----- ------.0b l . , !` ;Ig s I .I... J . . . . ,` 'vl + ', Record 9T er. .. . . ' Oeaaal Construction Notes Neaop'f/iinwr r : :. .. .. In-0-B & L t I� P*Of Boa-9807 .: V 1 All the xorlanu abl and materials shell conform to D:E:P.Title Sand the Town of T _ } I. p .. 1 1 I }I .L\ Pmpcd t600 CAwoa 75nL: -.. Plnehurst. NC.2B974 _ Barnstmtik rules and rogakDorts for the subsurface disposal of sewagq. g 11 Lot: 51 I Q . . :. Date. nes .C & T ,�f Y ��.Y7 : FEMA . .Zo 9• 2. At IeesCove access poit'o4T:r tank tees shall be accessible withint inches of finish grade, . ' I _ ::17369'f' sy. J6- o Rs' fir, t FMV Pace!.2b001-0016 D With aLry rmnatnmg BOOM pops byaught to within 12 inches of finisb grade. - - -s'. . � i r - - - Panel Revised.• Jttlp 2, 1A92 . 3. All components 0fthe ssrut".system shall be capable of wiQwa,Wing H.l0loading 1 z;;N`_ `� `,t..:.: os" 10 o -: fivpdesd I SAS . t T .aB - arils..they are under orwithm l0 fact'of drives or parldng..:H-20losding shall.be used' - �' C ' umler o.s.1. 10 feet ofdnves or parlung ualesa Doted. .. X!:.. ',.1 TY ., \ � ,w R > / : ' \.- .. y \. - PA 1 4. the excavatodOlntraOtor-shell verify. .lecatiorLof all arts Inilities pnot to an - - excavenon. C`:I T," `.: __. 5. Sewer.Pipe4-shall be.inch -. - .- ``�♦'. _` tw w .: ~ P T VV . ... Schedule.40 PVC laid at 0.02 slope. 1.1 1I1 '`n ♦ 1':. 6. Any masonry units used to Sing,covers.to glade shall'be mortared in place. ....` -�� . + `: - `'1 Y♦ N\ . L1♦• _,), - '. 1S i.... - - >I shall bave'e nummmo slope 6F0.02 feet psi foot. 'r- ��n0 7. Fuush \ -: ;c:. �i�B50 'B':` ♦ ...♦ R 42rx0o . ,. SOIL OBSERVAaON DATA: .. I - ___L -`-L :. s __---1 __ Iv ' - . . _ - - 1 .,14 0l 16 ..B .a . TEST DATE_ to-\\^O\ . SOIL EVALUATOR .�.,u,__ .� 0 JL.� v - OESION.DATA: .. .. .. ..I. -'. EXCAVATOR &1.,•Tc' StAUCi18LE 2xty(..prlmLun.ct 3' ' j�tom.,.ihu�.t. TYPE '' N0.BEDROWIS ..OARB PERC/RATE .< . DESIGN FLOW _ ..3K\Vo"a a8a }•trn9T�'��.:.; I ._ tam Repair`Plan (� Se zrage S,ys. _..._P_- PnTperlad J+br' _eo .. • 4�:i' �s� 196 'Scudder .Ba Circle . . evh�lz tl I E s. 4 . DOYLF L�/' !n- Yj ( S I .ova V10 SEPTIC.TANX �F <_ rF� P n c- : ,' N0.35' Centerville, Massachusetts �,. t 811 ��f - Lis TEA 0 F Ae,Y LT6N ACRITY :. G �.+CI �I r`a-a c -r �+zs\' •c \� , . > (o( 9oeler 1"=PO' L$te: October-12. $001 `1NP z.s4 s�l. 17 z- : s3o. .Npp� A'Bpered Br -: ; .. / - - I .naz .e.z.L e its c;Tyy a y .a f�,i • Lrea"0 irk wend l l/IL� Qe�OP 1_ Y - ," C ' 42 l Wib ec.C..IAaple'Md.:dseacJetes . .. . , n b G m. HI 40 1 z 4xa oxase +emO C � . 3 n . T A v'x_' .. _ .. -' . Ybp fauadatton Lrr•C.. rats NGtf4P r..06n lst - . . - -i ;r. :. - at tea a0 araom Oes qo as . . ,. .- .:.:....: ... '...: r l+weTRrw' GATEi:: :. .. .. :.. .. <.,.. ,:..,... DESCRTR71 1. .. ... .. .. _. ..: _: ::.... - ", • 4 > S m2 'ArwN►-N Ir a + 00 L • f . �x b .S`rr-►�� _ � , yX��, 'how e�. r ,� ��`�S ._a �����: i 57t-f b A i IM i ( 7T t C0IA- w (o•C� SOH: r f , SCALE: APPROVED BY: DRAWN BY DATE: ,S REVISED v DRAWING NUMBER - ti Te 1.7 5 x 18 L VL _ ___ ,.....e i 14 I, k nosT Z Au-AL -rl I`I PINE ot4rG0 L j , 4 - 3 5-T+4 D 8 - - --- C rd-dST W 4t C_ M w MARK A. Zq ,,< 3 � ;g ,9CK.ENt!E �S„�� SCALE: APPROVED 8Y: DRAWN BY DATE: 14r, REVISED 5 DRAWING NUMBER `.' :. u 4 om "N -25�. -a- 4Z7. ...;� .n rn v � .n -o-o c� `v `v- v 00m Z. m a m L N p c�r• c� O. a d m o �Q o` _ QQ� m o co ~ v v (7 2' �E LL v v v d Z a� 2 v U. x Z. o H a�' in Z �t ot5 oo r - w 3 c O W � F- M Z °� _ CI s rays °� o�' O x ;;r Z o "' a " O a N W Lu L ' w ��' U 06 / O MARK 3i. L p M c K E f y.{ , LL `> i„ 6T� Ml� SlONA c CL v did' 3.�s �„'�+s.,��.'� •��'' -�k�-� �,�. � j `y r r •, a 1-2 M—8 a PINS I�OIZ _- - 19 �Y scucua, &,t� W co-�-'v-uN WOOD PRODUCTS It; al vGout the wood'' TYPICAL"TIMBER PANEL" Tv 1-1/2"T&G Flooring n.tsYdr EU-11M - ' ;' $-1/2"x 11-7/8"Floor Joists lx/n.t or hrodw•Cleo lrocad w""q-n1W Silo FJ.vaiforl S 1/2"x 7-1/4"Plate Extent or i—i"•tone b-cod sal aronwlltl j 6x6 or 6x8 Post l� o p..9'x a-vv net h.. lwodr•.roe omr at sop of.m '', ° ° ° +° 1 2x4 94 44 Corner Braces-all comers � Head-stem be � T is 1 1 I 1 y�. �P Vd s►iur nas in e r•os 6 3'Qr- 1 1 Isstarwd 1W the 1 1 ' hlid fYdss•ro!i 1 111° _ _ _- 2X4 Fasten ah"*ft to haadw•sm ed maly�nals h 3 h 1 i I i 5 I i'. -.c "- 4"GR Truss HeaJ 1 1 Grid-pattern as sheen and 3 h.or-Inon as fr' ilp trbift 1 I 1 1 1 and sufl typ, ,1 1 1 ; ',° good 5b iw daf .to..Jadrssud�.ap 1/2" 7"Lag ws structural Sue I I an bowl ddas o1 ape, to 4"min um em ment (2)lper Joint 44 Purlin II 11 1 11 1 1 1 I P Ibbllw L10 1b rra�•-ta-JxSn-•sa,d stn'aP 'I 1 11 I I * . an loth sld.s o1 aprdn0 P�Tabt. 1 1 1 i i I I 1 1 FAMIM.r.1 Qrwt"an bedatomde as atom - ,1 II ,1 II 11 1' ff0im tM neadrd71 peer/a to Asa W I I 1 1 1 1 I' 11 I M MOd�O IId OW,I•"IU Pi 6%Of' r`V mlhp is raVA•ad In each - 1 1 1 1 1 1 b 11 11 �1 ii 11 I' 7 � -- I 1a 1!'tf►ifwd tddW 2x4 Panel Width Varie 1 1 1 1 '�an 44 2aod aoa R7rnt I 1 rytlp per axeP m i '1 I I 1 1 I, Far�� ~wts . 'I I I '' ', � r__� Ni \. ! r Drill in poxy anc i rs r-, � STHD8 her a M rWV, �, ,, � �, ( ove�PT Mudsill5 n1 I1 Ns t8014 tYP �1 I1 Ii i' , . 1 I Ma of Jock ssdr pQ.TaW aster�n.s. �1 I 1 I i i'° /5ndly bdte par R4Ct31S Typ° � s " �-� ' 2x8PTMudsill 518"x 10"anchor bolts @ 48"oc Vol :"--�r' m. i sea i 1 - � � �^ �� Concrete Wall 8'x 45' r001 ti .T (2) #4 Reber w.2"of Cover 0%NR,x e-LM,x 21W plate sash. iiiat to scQlr Concrete Floor-4' APA Portal Wall Bracing Method Timber Panel TM Detail NOT TO SCALE SCALE: 1/2" = 1'-0" Nor 19 FP GI!; >3C� PLAN NOTES: 1. 110 MPH Exposure B WCFM guidelines to followed-straps, nailing, rafter clips, tie SHEAR WALL SPECIFICATIONS: downs, uplifts,etc. 2. Floor Joists-5-1/2"x 11-7/8"Floor Joists at 48"ocs-��f (2) 1/2"CDX plywood over Frame Nailing: 3. Concrete foundation bottom plate to frame shear connection use Simpson STHD8 on 4"oc at Edges all major vertical posts and 5/8" x 10"anchor bolts @ 48"oc oc in Field = _•, 5. Simpson LSTA 24 Ridge straps at every rafter at 24" o.c. :Y 6. Simpson H2.5A Hurricane clips at each rafter connection � r LIDI 1 Ix IX �y x 3 Sam. SCALE: APPROVED BY: DRAWN BY DATE: ( REVISED r S'ud ' DRAWING NUMBER r i j F F IF EA =111 c� 4 x 3 Gcv" SCALE: APPROVED BY: DRAWN BY DATE: / t/ REVISED - DRAWING NUMBER !1 4 4 -- (508)862 03 FAX(508)790-62 30 JEFFREY LAUZON BUILDING INSPECTOR . - = TOWN OF BARNSTABLE REGULATORY SERVICES BUILDING DIVISIONS, N, (� ' TOWN OFFICE BUILDING s P�r � � 200 MAIN STREET,HYANNIS,MA 02601 { email:jeffrey.Iauzon@town.barnstable.ma.us ';7Titn1 7}anch i ng/D °� A'`g . �' ":•-o '� 1-1/2 P/aPhed CruslTed Sfone o w .: AID,n(M fDYW a .. ROW- '.� .. .. .. -.z:\ .,: g. w,l alone .. 7}encb tJs�'.17e In v.:El-5---.. -: . . I s 4 ._.1-ljzd�sb .... o �.`.z ./ e o.. o 0 ,♦ ..INV..EL Mv:ET T..INV.'EL lYo c1 Trerahes_l-_ PROPOSED.SA.S.. TRENCH SECTION ...' 10•MIN. ::.. ." f Unto pmu - .: Chemhera 'L- Ma.:'ot NV.EL. 13 L,' :�-. - Crushed Stone _ 500 Gallon Pr6ceeC'. ., ' - 3/4 1-1/2 flestied a s, - '" ___ - .. __ t f'N•.4M`t.11.YCSt:�O{.�FrvN� .. 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC.,TANK<. ., - - PRECAST REINFORCED CONCRETE - DISTRIBUTION BOX . .: INSTALL ON A LEVEL BASE . I. 1DDJ� MIMMUM CONSTRULTON MA7EWAL5'PER 31OCMR 15:226(2) OS9'10 t ( �/ ... : MINMUM-.WALL THICKNESS�.7 JL'� I� TEES SMALL BE CONSTRUCTED.OF STifEDVLE 4D PYC AND MINIMUM'INSIDE DIMENSION.-iY - ^ SHALL.EXTEND'A:MINMUKA OF:e',A80VE 71�FLOW:LINE . OF THE SEPTIC TAM AND.BE ON:THE CENTERLINE,OF THE SEPTIC TANK.LOCATED DIRECTLY UNOER'THE CLEAN-HIT OUTLET IN TS 9iA11 eE'.EOUAL TO EACH 1 Q•ly. 'l MANHOLE .. : OTHER AND AT Y MINIMUM BELOW INLET IAERT. f.]BOY?S•S .0 THE,DISTPoBUTON 11NESr FROM:THE DISTRIBUTION BOX '( :." 11♦E INLET PIPE ELEVATION SHALL BE No LESS 1HAN'2'NOR MORE THAN'.3'ABOVE THE INVERT E1.EVATON OF THE - - SHAIl'ALL'MAVE.EOUAL:IIL£ATS:AS DETERNMED'Rl•:R000IND. +{ t _ _ PQB• ` 2yF OUiIET.PIPE. � - - THE O,!%UM.BOX TO:11iE-/Itl01iT:W THE WS'TWHURON . LINE INVERT AFTER ALL LINES HAVE BEEN'SEALED IN PLACE. . INVERT ADJUSTMENTS SHALL BE.MADE BY.FIIINO-WITH DURABLE SEPTIC TANK SNAIL BE INSTALLED LEVEL AND TRUE TO GRADE AND'NON-OEFORMABLE MATERrAI PERNANENTLT'FASTEHO.TO THE ON A IEYEI'"STABLE BASE THAT-HAS BEEN MECHANICALLY'.. LINE OR RECONSTRUCTN6 THE'.1JNES UNn ETS L ALL.NV 'ARE.OF it LT 30:B W COMPACTED.AND OW TO:gHICH,:SIX INCHES OF CRASHED STONE EQUAL ELEVATION. - 6 'HAS.DEEH-PLACED TO ENSURE STABILITY-AND TO.PREVENT - I3 `fir 1A 0 SETTLING. SEPTIC%7ANX SMALL HAVE A MINMUM COVER OF 9". Zoning District, Rd-1 THREE 2T.MANHOLES:WITH READILY.KMOVABLE�IUMNEABTE. - COVERS:OF DURABLE MATERIAL SHALL BE PROVIDE,D'M1TH'.ACCESS I P ' PORTS.BUNG PLACED AT.THE�CENiF7t`AIID:OVER THE-RiLET AND $rind' »p t 1 .. � Setbacks: ', , OITnf:T TEES. . :. �? tom.% THE OUTLET,TEE SHALL-BE EOUIPPED:MTH GAS:BAFFI:E:' LL-, � /.�T'��`°+� .. „Side ReBr 10' vl ,�,„,, F' t': \•' I '" I - AssessorslJata: Map:18J9-105 - \': 1 N t 11 �illlem'& Nancy'Hilmer k BYIHtSJg L 8{ 1 P,..O:.Bos.3807 o a Pinehurst,. NC 2B974 +N 3 n General C.nstruction Notes \ \ t PrapoLsed.16OO Genoa Tkak_'.. ITT 1 i'r 1 o '((; 1. All the workmanship and materials shall confoTTa to D.E.P.Title S and'the Town of FE3ZA Data: .Zones 'C'& 9' Lot` 51 Barnstable rW6 and regulations for the subsurface disposal otsewage. _ .: t _ I re .NN E l7' FYRdf Panel 25001 00I6 D CrY , B e l 17, Pene] Revised. JaTy 2, 1992 2. At least one access poti over tank tees shall be accessible within inches of finish Bade. SAS Txe . with any remaining aeeess ports brought to within 12 inches of finish grade. t v �, .�\ �� o A: PmPtzsvd � t o� `�- Space j0 3. .All compocen¢ofihe'sanLtary sysfem shall he Capable of withstanding R-lOdoading \_ o o ,,\` 19 `; N. d/D _ tuikss'Ihey are under orwithKa dO•f�et of drives ii pet3ong..H-20 loedivg shell be used' andero`wlth,n lgfed:o£dnvesorpa&nguntessnoted: �.:,t \L 4. The exes—IDDIDonaactor shs l verify the fixation of ail site Mtilities prior to any _ �t t t \ F r�. p('(/A,Lr excavation. - . 1 $ _ - v S. Se pipes shell be.4tiTTeh Schedule 40 PVC raid at 0.02 slope. - r \ 1 t t \ - T.. \ \ -, \ 1sP � gO.oO \ . 6. Any masonry units used'to bnng:covers to giadc Shall i>rortared in.Qlacc. - ri���� `\ ��.103 3B t `\- o - &B6: \ .- 5.00 . 7. Finish'grade shall bave a minimum slope of 0.02 Sect ed4e 13'.. 14 bf' SB SB SOIL OBSERVARON DATA: q. . TEST DATE SOIL EVALUATOR DES CR.(DATA '. EXCAVATOR PAJ. SeNrGi'96 System Repair Plan yc. STRUCTURE CY.`/�:�rlrc.Lu♦v ...3. o'. i 11.101 N p, - PL palCd for .. TYPE .. 'NO.BEDROOMS... _ �At� .. . PERC/RATE <z`+„u - _GARBAGE DISPOSAL . DESIGN FLAW "� \o '>3-3u ' �r,r.D .. J. - nu,.. . �,,,;:' Nr ' 9TEW�tN 196 Sezrdder .Ba Circle t s in o" a Centerville, .Massach use t is -t3 L.y I ,ovn v)g sEPTe.TAHx r �\� [ .,.N �r� c—' ��' � ANsmsi�.N \ of Scale: 1' 20' !Arta: Oototler 12 20N71 Prepared Bp: : I LEACHING FACUTY f+Z�+-.-�-e = I51 ' .: 11' .. SYephec Pople And.desoclste?. G i e I NotF Gi2APFiIC SCALE 4z sate{a ay Tine E`s�imonuT era 0. . .. Pomp ezislfng cesspools, t5ll end/or"=zov cesspools Telep6ane. -5,08%b40-2634 ' gwz .,.T�-r ztc.. i .a u 1=.-e•\N -. - �.:. ,r ..:. ...: :.. .. '.: _ -'•m - :.FZo.v�s 3 v n . B2'o m .. I . I PER (m Pam) t men io n Top.ErslTn@ fbMnde dioD: ILL' 1\� ti V - i DESCRIPTION: : 9Y j