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HomeMy WebLinkAbout0245 SCUDDER AVENUE ��l5 S'eu�lde� v�'a� —� . 1 August 24, 2019 Town of Barnstable Mr. Ells,Town Manager 367 Main Street,Town Hall Barnstable,MA 02601 cc:Town Councilors, Health_Department Director, Public Works Dept.,-Police Dept. . . Dear Mr. Ells, Manager,Town of Barnstable, My,neighbors and I are writing for your awareness and assistance in the . following,and have cc:d other parties that should also have awareness, oversight authority and/or responsibilities pertaining to below. State and condition shared below has been ongoing for at least 6 months but In nearly all instances for years at these properties. It is a growing trend negatively impacting family,residential properties below in our neighborhood,and perhaps more importantly,neighboring residential properties and the neighborhood as a whole. • Residential properties being used as a central point for business, including business/commercial vehicles/equipment on the property as well as advertising signage of the business • Residential properties that appear vacated,abandoned,or otherwise are not maintained;overgrown brush/vegetation overtaking the property and structures in some cases;Same obstructing abutting sidewalk/walkway in some cases • Residential properties being rented short-term and frequently, in part(e.g.a room)or whole;sometimes as many as 5-7 vehicles parked in driveway, roads or in yards;Concern of exceeding occupancy limits Properties below have been observed to have at least one of above conditions` -230 Scudder Ave f245 Scudder Ave, 5 Sylvan Dr✓ 16 Sylvan Dr 78 Pitchers Way 20 Arbor Way L. 52 Pitchers Way 53 Arbor Way 65 Sylvan Dr 73 Sylvan Drive 7 Briarwood Ave 142 Pitchers Way 93 Arbor Way It is my understanding that Town regulation/code touches on one or more of these conditions,nuisance,violations at these addresses,though is not limited by just these: Chapter 170, Rental properties 160, Problem properties,chronic 192, Signs 224,Vacant&foreclosing properties 54, Building Premises Maintenance 240,Zoning Several neighbors and I have discussed selling our properties and moving to another village or town presumably where these conditions are not the sustained/growing issue they are here before things continue to worsen the neighborhood and property resale values. If one cannot afford to own a single-family, residential property/home: without a turnstile of renting rooms;or because they cannot afford the most minimal/basic upkeep and maintenance of that property; or without operating and advertising business services from that residential property,than perhaps one solution they should consider is renting themselves and leaving home ownership to those who can,and who are interested in all the responsibilities that go along with property ownership-rather than cutting comers and skirting laws/code,and ultimately adversely impacting the neighbors and slowly dragging down our (once)quiet residential community, never mind the property values from resale perspective. i Additionally,I wanted to call your attention to the increasing and persistent traffic issue in our neighborhood. I am told that neighbors have submitted complaints,and have visited the Barnstable Police Department in the past to request relief in some form. Vehicle traffic on Pitchers Way and Scudder Ave regularly experiences dangerous speeds,and far exceeding that for the population density that exists In our neighborhood,and for the pedestrian traffic that area children,bikers and dog walkers use it for. From Scudder and Marston Avenues intersection to the West End rotary& Pitchers Way and West Main Street Intersection to Scudder Ave,traffic more often than not reaches and exceeds 45-50mphl While it may be significantly worse during peak season months, it exists all year long. I think It's reasonable to understand that these are primary roads that see a lot of traffic, but the consistent traffic speeds we experience is both absurd and dangerous for our neighborhood'and the people who live and visit here. May we make a suggestion of 1)increased police, speed trap monitoring presence 2)speed bumps/tables(either permanent or temporary)and/or 3)the traffic study resources needed(if any)to install solar powered signage with speed limit with real-time speed alerts of traffic to drive proactive behavior changes by drivers- like in Hyannisport,Osterville and South St in Hyannis Any other solutions or suggestions are needed and welcome toward the goal of improvement and safety. I welcome your review of the matters,and know you will find status as described. I hope that the Town can assist with addressing and responding to the matter such that conditions above are curbed and prevention of reoccurrence such that this community can be safely maintained. Sincerely yours, Voting neighborhood residents TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �"j` Parc I Permit# 66011 Z;Z, Health Division s - , !� r ` ''t Date Issued ram. Conservation Division 36 Fe Tax Collector 6f Treasurer _..�.._ :;,Y,-'�,t;�.,..�.-_�__�__.., . �:� '7�7.4.8 ` rEaXIISi hMNG SEPTIC SYSTEM Planning Dept. �TD Y, EDROOMS Date Definitive Plan Approved by Planning Board ',_Approved By Historic-OKH Preservation/Hyannis Project Street Address `�`� Sc Village Owner s IV,, 4 P4 01-1.v-- IV, 7g-4 R Address a Telephone L ro�� p�-' 3d 9 7 Permit Request &,eAf t7- 0&-V;r7-!?UG7-1oti OF �Fgiy�.vTi4L 5'TRycT�nF /Z 37 PI?o R o s,q-L- , *A'__P Sc Ae E 77 uGam' Square feet: 1st floor: existing proposed 5_f f 2nd floor: existing 9 y-5- proposed /o as Total new 0Y 5— I? Valuation') 0ning District Flood Plain G Groundwater Overlay Construction Type :P1 I Z: eIN ELf Lot Size 0,�,4-ciee �E Grandfathered: ❑Yes XNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure s 1?,YO Historic House: ❑Yes ONo On Old King's Highway: ❑Yes No Basement Type: dFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) q` ,,— Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing R new First Floor Room Count S Heat Type and Fuel: ❑Gas A10il ❑ Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing !�2, New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shedxexisting ❑new size 00M rrOther: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes &No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �.,� �va�Fppc,�Telephone Number Address g94fs 52 z7 g —,License# I-IVA AIAvl s /l7,¢ D�Go / Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ' - Z62v FOR OFFICIAL USE ONLY t PERMIT NO. DATE ISSUED r MAP/PARCEL NO. ! ADDRESS VILLAGE OWNER DATE OF INSPECTION: f FOUNDATION 0/� �® - ,o vt FRAME (�' )i �J R— ° D� `7 lop — INSULATION ,_� eye FIREPLACE r ELECTRICAL: ROUGH FINAL = PLUMBING: ROUGH FINAL ��N.-- GAS: ROUGti �g FINAL FINAL BUILDING SN - w DATE CLOSED OUT n? M in Ix ASSOCIATION PLAN NO. - cv CALU� Ss-I -a� , 'mac t eve D -N'��: RESIDENTIAL BUILDING PERNHT FEES APPLICATION FEE , New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE � t / I square feet x$64/sq.foot= 16� :�D x.0041= (�00 y plus from below(if applicable) . GARAGES(attached&detached) ` square feet x$32/sq.ft.= x.0041= 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.0041= 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) Permit Fee Projcost Rev:063004 _ Daniel E. Braman, P.& 189 Harbor Point Rd. 2A-5 D 06 CummaquK MA 02637-0361 �- `P�.o��cT: tct/4 05 It -05 — Z5--o R of ID-C., at/ si _tS wv.L.= k'Sx�,3Z5t15x �•5klyx8tl0xt3 -kt5xt3 9 l t ca l 7-0 -4- gay o{ t ck Tj 0 f 216 o + 3 Q{ O = l�l3�V0 v° o� DANIEL E. ��v BRAMAN 3TRucru H 7--v c�� 1 O` . G.�tL.�►�►g b-T T��- - wv.�,. � ►5x �o� ��,x8 tt5xto + �x � � 5 2� Q 3oxko -t• 2ocO f 400 Boo -F '2 oo `atoo'f�-e 5 d� RAMSBEAM V2 . 0 - Gravity Beam Design Ligensed to: Dan Braman, P.E. Job: Trainor Residence Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X35 Fy = 36. 0 ksi Total Beam Length (ft) = 15 . 92 0 Top Flange Braced By Decking LOADS: Self Weight = 0. 035 k/ft Line Loads (k/ft) : Dist1 Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 15. 92 0 . 594 0 . 594 0 . 000 0 . 000 1. 135 1. 135 SHEAR: Max V (kips) = 14 . 04 fv (ksi) = 5. 58 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 55 . 9 8 . 0 0 . 0 1 . 00 21. 49 24 . 00 21. 49 24 . 00 Controlling 55. 9 8 . 0 0. 0 1. 00 21 . 49 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 5 . 01 5 . 01 Max + LL reaction 9. 03 9. 03 Max + total reaction 14 . 04 14 . 04 DEFLECTIONS: Dead load (in) at 7 . 96 ft = -0.247 L/D = 774 Live load (in) at 7 . 96 ft = -0. 445 L/D = 429 . Total load (in) at 7 . 96 ft = -0 . 692 L/D = 276 RAMSBEAM V2 . 0 - Gravity Beam Design L.igensed to: Dan Braman, P.E. Job• Trainor Residence Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (UsQr Selected) = W8X35 Fy = 36. 0 ksi 3 Total Beam Length (ft) = 15 . 92 Top Flange Braced By Decking LOADS: Self Weight = 0 . 035 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 15. 92 0 . 520 0 . 520 0 . 000 0 . 000 0. 900 0 . 900 SHEAR: Max V (kips) = 11. 58 fv (ksi) = 4 . 60 Fv = 14 . 40 x MOMENTS: Span Cond Moment @ Lb Cb Tension 'Flange Comp Flange kip-ft ft ft fb Fb Ifb Fb Center Max + 46. 1 8 . 0 0 . 0 1. 00 17 . 73 24 . 00 17 . 73 24 . 00 Controlling 46. 1 8 . 0 0 . 0 1. 00 17 . 73 24 . 00 --- --- REACTIONS (kips) : Left Right DL . reaction- 4 . 42 4 . 42 Max + LL reaction 7 . 16 7 . 16 Max + total reaction 11 . 58 11. 58 DEFLECTIONS: Dead load (in) at 7 . 96 ft = -0. 218 L/D = 871 Live load (in) at 7 . 96 ft = -0 . 353 L/D = 541 Total load (in) at 7 . 96 ft = -0 . 571 L/D = 335 R 6 I EIGHT PHASE SCHEDULE OF RENOVATIONS AND ADDITIONS 245 Scudder Avenue Hyannis MA 02601 Thomas Trainor Owner/Occupant Home: (508) 790-3097 Cell: (508) 737-1457 OWNER/OCCUPANT The 245 Scudder Avenue Cape style two story structure,built in 1948, is currently occupied by the owners—Pauline H. and Thomas N. Trainor, mother and son—who will continue to reside in the house even while the proposed renovations are being completed. Mr. Trainor, as owner/occupant, whose father was a house builder, will do certain renovative and finish carpentry himself and will also act as his own contractor. In this latter capacity he will require in accordance with state mandate that all sub-contractors working on the project file the appropriate licenses or certificates with the Barnstable Building Department along with appropriate workmans' compensation affidavits as he has previously required from both the electrician and the plumber working at the site. Since the summer season is rapidly drawing to a close and since the occupants will be residing , in the home during the course of construction, the owner respectfully requests that the Building Department consider this application for a permit in an accelerated time frame in order to assure in particular the seasonal installation and completion of the heating system. SUMMARY OF EIGHT PHASE CONSTRUCTION SCHEDULE Enclosed are a set of plans and supporting documentation that detail the following renovation and new construction projects: (a) certain interior renovations of pre-existing structures— including the installation of new electrical, new plumbing,new heating, new insulation and new energy-efficient windows—(b)the reinforcement of existing 2x6 roof rafters with 2x10 stock and the reinforcement of existing 2x4 floor joists with sistered 2x6 stock; and(c) the construction of the following three new additions scheduled in eight separate phases: PHASE 1: LIVING ROOM EXTENSION Extension of livingroom oom by enclosing farmer's porch: This first phase involves the construction of a 7' x 23' extension of the first floor living room in the front of the house by enclosing an existing farmer's porch. This one story extension of the living room onto the porch will be built upon an existing 7' x 23' concrete porch slab which is supported by a 4 1/2' cinder block foundation. Installation of a new I-beam: This project will necessitate the installation of a 16' steel I- beam along a portion of the existing front exterior wall not only to tie in the ceiling joists of both the living room and the new extension, but also to support the construction of a new second story shed dormer which will rest directly upon the I-beam, as described in phase two below. (Cf: notation [3] on the first floor plan and on the enclosed engineer's report.) Estimated schedule date for completion of Phase 1: September 23, 2005 i 2 PHASE 2: SECOND STORY SHED DORMER AND WINDOW ROOM Second story shed dormer: The second phase involves the construction of a new shed dormer upon the existing outside front wall of the house. The proposed dormer will span the entire 35' length of the second floor front and will require the restructuring and installation of a new roof to the front half of the house. Second story window room: The second phase also involves the addition of a 7' x 12' second story window room over a pre-existing 7' x 12' first floor build-out in the front of the house. This project necessitates the removal of the present small gable roof covering the build-out and the construction of a new gable. Replacement of ridge beam and reinforcement of rafters: The construction of the new shed dormer and the reinforcement of the existing 2x6 roof rafters on the front side of the house with 2x10 stock will necessitate the replacement of the existing 2x6 ridge beam with a new 2x10 LVL beam. The existing 2x4 ceiling joists will be reinforced with 2x6 stock, and new collar ties will be installed between the newly reinforced rafters in both the front and back of the house. Estimated schedule date for completion of Phase 2: October 14, 2005. PHASE 3: KITCHEN EXPANSION AND SECOND STORY ROOF DECK Kitchen expansion: Phase 3 involves the construction of a new 9' x 23' extension of the first floor kitchen along a back segment of the house. Installation of a new I-beam: The kitchen extension will necessitate the installation of a 15' 8"steel I-beam along the existing outside wall to tie in the ceiling joists of both the existing kitchen and the new addition as well as to support the existing wall. (Cf: notation [1] on the first floor plan and on the enclosed engineer's report.) Pouring of a new foundation: The extension of the kitchen will require the removal of an existing 8' x 12' first floor rear entry/mud room along with the existing basement staircase (the original bulkhead)and the underlying 5' cinder block crawl space. This construction will necessitate the pouring of a new 8' concrete foundation and the reconstruction of the basement stairwell. Construction of a second story roof deck: Phase 3 also involves the construction of a new 9' x 23' second story deck located directly above the kitchen addition and the construction of a new outside wood staircase from grade line to the deck. Installation of a second story doorway: The construction of a doorway will allow step- out access from the existing second floor rear shed dormer onto the new deck. Estimated schedule date for completion of Phase 3: November 4, 2005. PHASE 4: SIDE SHINGLING,ROOFING,EXTERIOR TRIM,AND INSULATION INSTALLATION ON FIRST AND SECOND FLOORS FRONT Estimated schedule date for completion of Phase 4: November 18, 2005. • Y7 , 3 PHASE 5: WALLBOARD,PAINT AND INTERIOR TRIM INSTALLATION ON FIRST AND SECOND FLOORS FRONT Estimated schedule date for completion of Phase 5: November 18, 2005 PHASE 6: SIDE SHINGLING,ROOFING,EXTERIOR TRIM,AND INSULATION INSTALLATION ON FIRST AND SECOND FLOORS REAR Estimated schedule date for completion of Phase 6: December 2, 2005. PHASE 7: COMPLETION OF ELECTRICAL,PLUMBING AND HEATING Estimated schedule date for completion of Phase 7: December 2, 2005. PHASE 8: WALLBOARD,PAINT AND INTERIOR TRIM INSTALLATION ON FIRST AND SECOND FLOORS REAR Estimated schedule date for completion of Phase 8: February 2006 APPLICATION FOR IN-LAW APARTMENT Simultaneous with the submission of this proposal for renovations to the existing structure and for the construction of new additions at 245 Scudder Avenue in Hyannis, an application will be filed for an in-law apartment on the second floor of the premises in the name of Thomas N. Trainor whose 89 year-old mother, Pauline H. Trainor, will remain as the occupant of the first floor. f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street f Boston,MA 02111 �,M Sve�e www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Of 4-S A—i A-O/Ii�, Address: a y s Sc u vI.> R •�of City/State/Zip: 1171 A_._,A1 /ffA oxr o Phone#: Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working forme in any capacity. workers' comp. insurance. 9.XBuilding addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required-] officers have exercised their 3 V1 I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submitthis affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50Q.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct: Signature: �� Date: 5, Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." 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 g g receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"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 out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permittlicense number which will be used as a reference number. In addition, an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia TO'd -li10l LOT 18 y 95.21 ' SHED ON �O BLOCKS r cIii LO 37 4 S.F. R=39.00' L=74.05' 70.00' SCUDDER AVENUE •[,•. I�.Ei Lh.IJ:>a,"5/��(k:::UFAfIir''1 LAURE TANI n► pUFLREG!IR£lkw fI4•T9.1T v— v � iI SVJ311 Gi 1"=40' AMERICAN SURVEYING COMPANY I JOhIN S. LAURETANI PL$ 1264 M I B O SET O ALTHAM. MASS. 02451 A REGISTERED LAND SURVEYOR. PRONE (781) 093-8477 DO HEREBY CERTIFY THAT THE FAk (781) 883-7093 ABOVE MORTGAGE INSPECTION MORTGAGE INSPECTION PZ,Aj1j 'LAN WAS PREPARED FOR 2LYMOUTH SAVINGS BANK DATE: 2 • N CONNECTION WITH A NEW CLIENT: A RECORDS AT: — COUNTY REGISTRY OF DEEDS MORTGAGE, AND IS NOT INTENDED CLIENT REF./;SRAIuFR 900K: PA E' L C. CERT )R REPRESENTED TO BE A LAND J.O. : �O• PLAN REFERENCE: I( ' 1 APROPERTY SURVEY. NO THE LOCATION OF THE pAI N LCI DRAM PER TOWN LF: ASSESSORS :ORNERS WERE SET, AND IT DWELUNG SHOWN HEREON EITHER —�^`PARCEL/ GATED: :ANNOT BE USED FOR WAS IN COMPLIANCE N1TH BORROWS STABUSHING FENCE, APPLICABLE ZONINGLOCAL BORROWER;,_ IR BUILDING LINES. THEE GLAND EFFECT WHEN CdvTRUCTEO IN MOWN HEREON IS BASED ON, (WITH RESPECT TO HORIZONTAL LIENT FURNISHED DIMENSIONAL REOUIREMENTS ONLY). (FORMATION. AND MAY BE OR IS EXEMPT FROM VIOLATION u8JECT TO FURTHER ENFORCEMENT NFOR� Vil. CHAP.ENT ACTION UNDSEC 7 MASS THE ggUBJECT DWE LING L ES IN LFAD 1.1 ND RICHTSTOFIWAY. NOSMEN7S, SHOMM EREONA C�IFRMATORr AS SHOTHERWISE NOTE6 OR OWN ON TM NATIMAL FLOOD INSURANCE PLAN ESPONSIBILTY 15 EXTENDED INSTRUMENT SURVEY IS ADATOR INSURANCE �DOD RAT MAP DATED: EREIN TO THE LAND OWNER OR WHEN STRUCTURES ARE SH SEDOWN COMMUNITr CCUPANT. IT IS NOT INTENDED LESS THAN V FROM PROPERTY OR BY: K 3 BE RECORDED... REOUIRED ZONING SETBACK LINES. DATE: F.B. PGE:_, Town of Barnstable °* Regulatory Services r • ' Thomas F.Geiler,Director Maas. 9�'Ore 639. � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. STRUT vR� Type of Work: ,¢�D. i ow s 7rox r s Tw Estimated Cost Address of Work: A- A N vim' Owner's Name: �,�,�o�r.�5 /� -� P4 v 4 N s Date of Application: T Z/ r— 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 'Zowner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT-WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c:142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Da a Owner's Name Q:forms:homeaffidav a ' IN Tp Town of Barnstable FE �,- Regulatory Services • Thomas F.Geiler,Director BARNSTABM MAM . p�.� Building Division 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: u G c>s 7- 0 JOB LOCATION: 9 E R .4 v_-Av number street village "HOMEOWNER": !�ns� 5 ZW,4-/,10.e ��� 7��—�o 91-7 �5r��) �37--IV 7 name home phone# work phone# CURRENT MAII ING ADDRESS: A Zf S SG -77 � � ✓��✓F --Tcity/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 requirements. Signature of 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 fomi/certification for use in your cornmunity. Q:fomvs:homeexempt ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDMONS # 780 CMRAppendix J (effective 3/I/99) Applicant Name: 7� 0r1145 :LdlhOr. . . Site Address: 2 c4j" Applicant Address: f� SGvno�e^y/,^ City/Town: i !l�i4�7/InIJ /Iq Use Group: - 0 Z6 0% Date of Application: Applicant Phone: 51=�D -, 0 9 `] Applicant Signature: 1 , ALTERNATIVE FOR ADDITIONS ONLY: a. Gloss wan +Ceiling Area Jj Lsqjj? b. Glazing Area' sa.f� c. Glazing°!o(tOQ x b!a 9<a q ADDITION with G o • Ia�g /,{c) aP to 40/e nmy use 780 CMR Table 11.I Z3.1 below: MAJOMUM MINIMUM Fenestration Ceiling Wall Floor Basement Wall Slab Perimeter U-value R 4alue R 4alue R-Value R 4alue R 4alue and Depth 0.39 R-37' R 43 R a9 R a0 R40, 4 ft 'R-30 ceding insulation may be.used in place of R-37 if the insulation adtieves the full R- value over the entire ceding area (Le. -not compressed over exterior walls,and including any access open6tgs.) E3 "SUNROObr addition(greater than 40%&aiA t0-W3 l and ceiJiog gross arcs) AU=h"Caasmner Infoctnatiarr F=e wan 780 CNIR Appendix B. OfFiciaV3 Name: Official's Sim: ` Application Approved Denied Q Date of Appr+ovaUDeaial: _ Reawn(s)for DeaiaL- (provide additional details as needed on bade side) ' Glazing Area may be eidter Rash Opeab;g or Unit daae=icn& eels odt Andersen. Andersen Windows - Abbreviated Quote Report ' Project Name: T TRAINER � Quote#: 008431 Print Date: 08/01/2005 Quote Date: 08/01/2005 iQ Version: iQ5.1 Page 1 Of 3 JIan Dealer: Customer: Billing Address: Phone: Fax: Sales Rep: Bill Contact: Item Qty Item Size (Operation) Location Unit Price Ext.Price 0001 6 TW2442 (AA) $ 281.82 $ 1690.92 RO Size=2' 6 1/8" W x 4'4 7/8"H Unit Size= 2'5 5/8" W x 4'4 7/8" H Unit,Equal Sash. White/Clear Pine.High Performance Glass(Each Sash) Grille. Equal Sash, Interior.Removable, White/Maple,Colonial. 3W2H. 3/4",Ronian Ogee Insect Screen. White 0002 4 TW 2446 (AA) $ 294.60 $ 1178.40 RO Size= 2'6 1/8" W s 4'8 7/8"H Unit Size= 2'5 5/8" W x 4'8 7/8" H 77 Unit. Equal Sash. White/Clear Pine.High Performance Glass(Each Sash) Grille.Equal Sash. Interior.Removable, White/Maple. Colonial. 3W2H, 3/4".Roman Ogee Insect Screen, White 0003 2 TW2442-2 (AA-AA) $ 599.57 $ 1199.14 RO Sue=5'0" W x 4'4 7/8" H Unit Size=4' 11 3/8" W x 4'4 7/8"H Composite Unit. White/Clear Pine,High Performance TopBottom*High Performance Top/Bottom Glass,Removable Interior Grille TopBottom*Removable Interior Grille Top/Bottom, Mulling Loation: Factory(Direct),Mull Tape: Narrow Mull.Mull Priority: Vertical Grille,Equal Sash. Interior,Removable. White/Maple, Colonial. 3W2H, 3/4", Roman Ogee bisect Screen. White 0005 5 TW2446-2 (AA-AA) $ 625.96 $ 3129.80 IFT I U RO Size=5'0" W x 4' 8 7/8" H Unit Size=4' 11 3/8" W x 4'8 7/8" H Composite Unit. White/Clear Pine.High Performance TopBottomn*High Performance Top/Bottom Glass.Removable Interior Grille TopBottom*Renovable Interior Grille Top/Bottom. Mulling Location: Factory(.Direct).Mull Type: Narrow Mull,Mull Priority: Vertical Grille.Equal Sash. Interior, Removable, White/Maple. Colonial. 3W2H, 3/4 Roman Ogee bisect Screen. White Andersen. Andersen Windows - Abbreviated Quote Report' Project Name: T TRAINER Quote#: 008431 Print Date: 08/01/2005 Quote Date: 08/01/2005 iQ Version: iQ5.1 Page 2 Of 3 *LILO Dealer: Customer: Billing Address: Phone: Fax: Sales Rep: Bill Contact: Item Qty Item Size(Operation) Location Unit Price Ext.Price — 0006 1 TW2432-2 (AA-AA) $ 522.82 $ 522.82 RO Size=5' 0"W x 3'4 7/8" H Unit Size=4' 11 3/8"W x 3'4 7/8" H Composite Unit. White/Clear Pule.High Performance Top/Bottom*High Performance Top/Bottom Glass,Removable Interior Grille Top/Bottom*Removable Interior Grille Top/Bottoni. Mulling Location: Factor\.(Direct).Mull Type: Narrow Mull,Mull Priority: Vertical Grille.Equal Sash, Interior,Removable. White/Maple. Colonial. 3W2H, 3/4".Roman Ogee Insect Screen. White 0007 1 A251-3(V-V-V) $ 681.18 $ 681.18 RO Size= 7' 1 7/8" W x 2'0 5/8" H Unit Size=7' 13/8" W a 2'0 1/8" H Composite Unit. White/Clear Pine.High Performance G1ass.Removable Interior Grille. 4 9/16" Clear Pine Complete Unit Extension Jambs, Mulling Location: Factory (Direct).Mull Type: Narrow Mull,Mull Priority: Vertical Grille. Interior. Removable. White/Maple, Colonial, 2W2H. 3/4".Roman Ogee Insect Screen. Stone Hardiyare Pack.PSA.Andersen Classic Series- Stone Perimeter Extension Jambs. Clear Pule, 4 9/16".Factoiy(Direct)Applied, Complete Unit 0008 1 G436(AP) $ 626.96 $ 626.96 71 RO Size=4' 0" W x 3'6" H Unit Size=3' 11 1/4"W x 3'S 1/4" H I.Jnit. White/Clear Pine,High Performance Glass Grille. Interior.Removable, White/Maple. Colonial. 2W3H. 3/4".Roman Ogee Insect Screen, White Handle.Rotating Sash. GW.Metro Style-Stone Andersen. Andersen Windows - Abbreviated Quote Report Project Name: T TRAINER AA Quote#: 008431 Print Date: 08/01/2005 Quote Date: 08/01/2005 iQ Version: iQ5.l Page 3 Of 3 Dealer: Customer: — Billing Address: Phone: Fax: Sales Rep: Bill Contact: Item Qty Item Size(Operation) Location Unit Price Ext.Price 0009 1 FWG8068(SR) $ 1680.16 $ 1680.16 RPM RO Size=8'0" W x 6'8" H Unit Size m 7' 11 1/4" W x 6' 7 1/2"H Frame, SR Handing, White/Clear Pine Stationan-Panel, White/Clear Pine.High Performance Tempered Glass Operating Panel, White/Clear Pine.High Performance Tempered Glass Grille. Interior.Removable.White/Maple. Colonial. 4W5H, 7/8 Roman Ogee Gliding Insect Screen, White - Hardware Trim Set, GD, 2 Panel.Newbury -Bright Brass COMMENT: NEED SWING SubtotalVI 38 Total Load Factor Misc. Taxable00 Customer Signature 6.827 Tax (0.000%) 00 Misc. Non Taxable00 Grand Total38 Dealer Signature ** All graphics viewed from the exterior Project Comments: Bowdoin Road Mashpee,MA 02649 CUSTOMER COPY Mailing Address: P.O. Box V, Osterville,MA 02655 QUOTE BO&LO (508)477-3132 (�)834-3132 LUMBER COMPANY . FAX (508)477-4279 www.botellolumber.com 80LD TO .. SHIP ITO Acc?r laa >nta; �r CASH TRAINER ADDITION CASH 000 508-790-3097 T 05:0......066 6- DATE 08/05/05 09/02/05 16:16:35 id **QUOTE***************QUOTE**************QUOTE** CCfST : Pd IJf3 . . ** EXPIRATION DATE - 09/02/05 ** * QUOTE **QUOTE***************QUOTE**************QUOTE** SLSP:PROC CSHR:PROC [LAS31 1000-20 PAGE 1 aaza ltd; p9'T ORD ;DIiClriTrE?YT` p > rT IICJS PHB. :: N8 i411T ..; ..:::: ::::::...::::. QUOTE ID: TRAINER ADDITION **MODULE A.1ST DECK - 08/02/05* FSS 2 ROLL FOAM SILL SEAL 50 FT ROLL 2 3.995 ROLL 7.99 2612PT 5 PC 2X6X12' # 1 PRES.TREATED .25 5 9.090 PC 45.45 SLUS28Z 10 EACH 2X8 Z-MAX JOISTHANGAR 50/CTN 10 0.780 EACH 7.80 2812 4 PC 2X8 KD SPRUCE #2+BTR. 12 FT. 4 8.246 PC 32.98 2810 10 PC 2X8 KD SPRUCE #2+BTR 10 FT. 10 6.985 PC 69.85 288 10 PC 2X8 KD SPRUCE #2+BTR 8 FT. 10 5.414 PC 54.14 2128PT 18 PC 2X12X8' # 1 PRE TREATED .25 18 15.390 PC 277.02 21212PT 4 PC 2X12X12' # 1 PRES.TREATED .25 4 21.290 PC 85.16 34FTG 10 PC 3/4 T&G EXT.UL PLYWOOD 10 26.680 PC 266.80 8638300013 3 EA *29 OZ. PL 400 CONSTRUCTION ADHE 3 4.090 EA 12.27 **MODULE A.1ST DECK TOTAL >>»> >>>>>>> $859.46 * **MODULE B.1ST WALL - 08/02/05* 248 100 PC 2X4 KD SPRUCE STUD 8 FT. 100 3.030 PC 303.00 2416 18 PC 2X4 KD SPRUCE #2+BTR 16 FT. 18 6.104 PC 109.87 248 100 PC 2X4 KD SPRUCE STUD 8 FT. 100 3.030 PC 303.00 2416 18 PC 2X4 KD SPRUCE #2+BTR 16 FT. 18 6.104 PC 109.87 1816RS 6 PC 1X8 R.S. SPRUCE GREEN 16' 6 7.267 PC 43.60 12CD 18 PC 1/2" CDX PLYSCORE 4X8 18 15.640 PC 281.52 2108 16 PC 2X10 KD SPRUCE #2+BTR 8 FT. 16 7.009 PC 112.14 1312 6 BNDL 1X3 STRAPPING 12 FT. 6 17.239 BNDL 103.43 **MODULE B.1ST WALL TOTAL >>»> >>>>>>> $1366.43 * **MODULE C.2ND DECK - 08/02/05* 288 30 PC 2X8 KD SPRUCE #2+BTR 8 FT. 30 5.414 PC 162.42 2810 10 PC 2X8 KD SPRUCE #2+BTR 10 FT. 10 6.985 PC 69.85 2812 6 PC 2X8 KD SPRUCE #2+BTR. 12 FT. 6 8.246 PC 49.48 34FTG 10 PC 3/4 T&G EXT.UL PLYWOOD 10 26.680 PC 266.80 8638300013 3 EA *29 OZ. PL 400 CONSTRUCTION ADHE 3 4.090 EA 12.27 SPL 1 EACH W8X35X15'STEEL BEAM 1 468.550 EACH 468.55 SPL 1 EACH W8X35X15'8"STEEL BEAM 1 591.400 EACH 591.40 SLUS28Z 40 EACH 2X8 Z-MAX JOISTHANGAR 50/CTN 40 0.780 EACH 31.20 **MODULE C.2ND DECK TOTAL >>>>> >>>>>>> $1651.97 **MODULE D.2NDWALL - 08/02/05* SUBTOTAL PAYI� T, SALESTAX Please Pay Th'i s AstE0un t Signature SPECIAL ORDER ITEMS ARE NOT RETURNABLE.Botello's is not responsible for any special orders not picked up after 30 days.Items must be returned within 30 days and must be in good condition and able to be resold.The items must be accompanied by the sales invoice and are subject to a restocking charge. Bowdoin Road Mashpee,MA 02649 OFFICE COPY Mailing Address: P.O. Box V, Osterville,MA 02655 QUOTE LO (508)477-3132 BO& (800)834-3132 LUMBER COMPANY FAX (508)4774279 www.boteliolumber.com BOLA 'TE? 3HIF :T© Acr tva zz � x CASH TRAINER ADDITION CASH 000 508-790-3097 08/05/05 09/02/05 16:16:35 SOLD,FIX;: MTCHhEL P **QUOTE***************QUOTE************** *r ** QUOTE it EXPIRATION DATE - 09/02/05 ** * QUOTE **QUOTE***************QUOTE**************QUOTE** SLSP:PROC CSHR:PROC [LAS31 1000-20 PAGE 2 ff: .,...&AI1? ......... ..... P 248 150 PC 2X4 KD SPRUCE STUD 8 FT. 150 3.030 PC 454.50 2416 30 PC 2X4 KD SPRUCE #2+13TR 16 FT. 30 6.104 PC 183.12 1316 4 BNDL 1X3 STRAPPING 16 FT. 4 24.485 BNDL 97.94 2108 10 PC 2X10 KD SPRUCE #2+BTR 8 FT. 10 7.009 PC 70.09 248 150 PC 2X4 KD SPRUCE STUD 8 FT. 150 3.030 PC 454.50 2416 30 PC 2X4 KD SPRUCE #2+BTR 16 FT. 30 6.104 PC 183.12 12CD 20 PC 1/2" CDX PLYSCORE 4X8 20 15.640 PC 312.80. 21010 3 PC 2X10 KD SPRUCE #2+13TR 10 FT. 3 8.996 PC 26.99 PP1810 2 PC 1 X 8 PRIMED #2 PINE 10' 2 9.516 PC 19.03 FJPP13 2 PC 1X3X16'F/J PRIMED PINE 2 7.961 PC 15.92 BOTELLO/PRO-ALKYD-PLUS 1816RS 12 PC 1X8 R.S. SPRUCE GREEN 16' 12 7.267 PC 87.20 **MODULE D.2NDWALL TOTAL >>»> >>>>>>> $1905.21 * **MODULE E.CEILING - 08/02/05* SPL 30 EACH 2X8X26'FIR 30 38.020 EACH 1140.60 2612 30 PC 2X6 KD SPRUCE #2+13TR 12 FT. 30 6.104 PC 183.12 21016 44 PC 2X10 KD SPRUCE #2+BTR 16 FT. 44 14.280 PC 628.32 21010 16 PC 2X10 KD SPRUCE #2+BTR 10 FT. 16 8.996 PC 143.94 21212 2 PC 2X12 KD SPRUCE #2+13TR 12 FT. 2 15.993 PC 31.99 12CD 40 PC 1/2" CDX PLYSCORE 4X8 40 15.640 PC 625.60 **MODULE E.CEILING TOTAL >>»> >>>>>>> $2753.57 .* **MODULE F.EXT TRIM - 08/02/05* PP1816 4 PC 1 X 8 PRIMED #2 PINE 16' 4 17.177 PC 68.71 FJPP13 4 PC 1X3X16'F/J PRIMED PINE 4 7.961 PC 31.84 BOTELLO/PRO-ALKYD-PLUS PP1816 4 PC 1 X 8 PRIMED #2 PINE 16' 4 17.177 PC 68.71 PP188 2 PC 1 X 8 PRIMED #2 PINE 8' 2 8.588 PC 17.18 PP1816 4 PC 1 X 8 PRIMED #k2 PINE 16' 4 17.177 PC 68.71 PP188 2 PC 1 X 8 PRIMED #k2 PINE 8' 2 8.588 PC 17.18 PP1816 4 PC 1 X 8 PRIMED #2 PINE 16' 4 17.177 PC 68.71 PP188 2 PC 1 X 8 PRIMED #2 PINE 8' 2 8.588 PC 17.18 PP1612 4 PC 1 X 6 PRIMED #2 PINE 12' 4 8.564 PC 34.26 PP168 4 PC 1 X 6 PRIMED #2 PINE 8' 4 6.319 PC 25.28 PP1610 2 PC 1 X 6 PRIMED #2 PINE 10' 2 7.295 PC 14.59 PP1512 4 PC 1 X 5 PRIMED #2 PINE 12' 4 7.289 PC 29.16 PP158 2 PC 1 X 5 PRIMED #2 PINE 8' 2 4.859 PC 9.72 MTHOD:: LP:;:::;:':'::: SUBTOTAL i ii p:AY i�`r3>i .. sALESTAx Signature SPECIAL ORDER ITEMS ARE NOT RETURNABLE.Botello's is not responsible for any special orders-not picked up after 30 days.Items must be returned within 30 days and must be in good condition and able to be resold.The items must be accompanied by the sales invoice and are subject to a restocking charge. Bowdoin Road Mashpee,MA 02649 OFFICE COPY Mailing Address: P.O. Box V,Osterville,MA 02655 QUOTE B (508)477-3132 ER COMPANY (800)834-3132 LUMB FAX (508)4774279 www.boteliolumber.com 80LI� ::TO SHIF .:TO. CASH TRAINER ADDITION CASH 000 508-790-3097 .!' TaO 130 08/05/05 09/02/05 16:16:35 > !>NLTC:I�EL»P;;;> **QUOTE***************QUOTE**************QUOTE** Ct35T Pf! Alf ............. .......... ** EXPIRATION DATE — 09/02/05 ** * QUOTE **QUOTE***************QUOTE**************QUOTE** SLSP:PROC CSHR:PROC [LAS31 1000-20 PAGE 3 .>:.. !;4• 1I'1E�d3G',Il; fl'ZE11 7,'A`�. & xp rC�Ei 'p�R. ,:::: PP1510 2 PC 1 X 5 PRIMED #2 PINE 10' 2 6.074 PC 12.15 PP148 12 PC 1 X 4 PRIMED #2 PINE 8' 12 4.294 PC 51.53 PP1412 27 PC' 1 X 4 PRIMED #2 PINE 12' 27 5.843 PC 157.76 FIRSILL 110 LNFT SC-001 1 1/2 X 2 11/16 SUBSILL 110 2.438 LNFT 268.18 10-4' ,10-6' ,1-10' **MODULE F.EXT TRIM TOTAL >>»> >>>>>>> $960.85 * **MODULE G.ROOF — 08/02/05* IKOCAMBQ 39 BNDL QOUTE (STOCK COLORS ONLY) 39 16.960 BNDL 661.44 THIS IS FOR QUOTATION ONLY WHEN COLOR IS NOT KNOWN THREE BNDLES PER SQUARE CAMBRIDGE 30 LAMINATE IKOARISTQ 4 BNDL QOUTE ONLY (STOCK COLORS) 4 13.010 BNDL 52.04 THIS IS FOR QOOTATION ONLY WHEN COLOR IS NOT KNOWN THREE BNDLES PER SQUARE ARISTOKRAT 3 TAB 25 YR. 15AF 3 ROLL 15# ASPHALT FELT 432 S.F. 3 11.635 ROLL 34.91 8AD 10 PC 8" ALUM DRIP EDGE 10' (50/BX) 10 3.617 PC 36.17 MILL FINISH 20RV 3 ROLL 20'X10.5" COBRA RIDGE VENT 3 37.700 ROLL 113.10 57SF 200 PC 5X7 ALUM STP FLSHNG (100 PC/BDL) 200 0.190 PC 38.00 8LF 2 ROLL 8" LEAD FLASHING FULL ROLL 2 68.800 ROLL 137.60 APPROX. 30 LNFT. PER ROLL APPROX. 50 LBS. PER ROLL IKOICE 4 ROLL IKO ARMOURGARD ICE & WATER 2 SQ. 4 47.600 ROLL 190.40 3'X 65' 195 SQ FT. GRANULAR SURFACE RED & BLACK BOX **MODULE G.ROOF TOTAL >>»> >>>>>>> $1263.66 * **MODULE H.SIDEWALL — 08/03/05* 16CLRR 92 BNDL 16"CLR.R+R WHITE CEDAR SHNGL. 92 38.440 BNDL 3536.48 4 BNDLES PER `�SQ NORTHWEST/SBC/ 9TY100 3 ROLL 9X100 TYVEK 3 96.500 ROLL 289.50 34CG 96 LNFT 3\4 X 3/4 CEDAR GROUNDS 96 0.490 LNFT 47.04 MS'1`. (lP SUBTOTAL pAY� ' SALESTAR P1.e..as:e.: Amqua .:::::::.:.. Signature SPECIAL ORDER ITEMS ARE NOT RETURNABLE.Botello's is not responsible for any special orders not picked up after 30 days.Items must be returned within 30 days and must be in good condition and able to be resold.The items must be accompanied by the sales invoice and are subject to a restocking charge. Bowdoin Road Mashpee,MA 02649 OFFICE COPY Mailing Address: P.O. Box V,Osterville, MA 02655 QUOTE B �O (508)477-3132 (800)834-3132 LUMBER COMPANY FAX (508)4774279 www.boteliolumber.com SOLD .'TO. SHIP TO accr tao i�ttaecar CASH TRAINER ADDITION CASH 000 508-790-3097 OSQ8$I3OQ664 nEL ;:>DArn 08/05/05 09/02/05 16:16:35 SO1): BF hSIGHAIST'<P ><> **QUOTE***************QUOTE**************QUOTE** CLfST PO Nff ** EXPIRATION DATE - 09/02/05 ** * QUOTE **QUOTE***************QUOTE**************QUOTE** SLSP:PROC CSHR:PROC [LAS31 1000-20 PAGE 4 . eras rTffi's4 NQ 'PY QRD � D}e:8�r�'t'IFlJbi '� &HI:E .l3�IT F�TCB .PEA �'t', ..._........._.................._.........:.:::::::::::::::::::::::. ..........:::::....... **MODULE H.SIDEWALL TOTAL >>»> >>>>»> 3873.02 * **MODULE J.EXT DECK - 08/03/05* 4416PT 1 PC 4X4X16 #1 .40 P-TREATED SYP 1 21.190 PC 21.19 448PT 4 PC 4X4X8 #1 P.T. NON-ARSENIC .40 4 10.790 PC 43.16 PRESSURE TREATED S.Y.PINE 54616 41 PC 5/4X6X16'PREM. P.T. A-C-Q .25 41 15.490 PC 635.09 USE HOT DIPPED GAL. OR STAINLE FASTENERS DO NOT USE IN DIRECT CONTACT W/ALUIM. 248PT 9 PC 2X4X8' #1 PRES.TREATED .25 9 4.690 PC 42.21 241OPT 2 PC 2X4X1O' # 1 PRES.TREATED .25 2 5.790 PC 11.58 2412PT 4 PC 2X4X12' # 1 PRES.TREATED .25 4 6.790 PC 27.16 2236 150 EACH 2X2 P.T. SQUARE BALUSTER 36" 150 1.090 EACH 163.50 SCPS4 4 EACH 4X4 COMPOSITE PLASTIC POST/STAND 4 2.310 EACH 9.24 25/CTN CT104 4 EACH 10"X 4' CONSTRUCTION TUBE 4 5.490 EACH 21.96 2128PT 8 PC 2X12X8' # 1 PRE.TREATED .25 8 16.390 PC 131.12 288PT 6 PC 2X8X8' # 1 PRES.TREATED .25 6 8.890 PC 53.34 **MODULE J.EXT DECK TOTAL >>»> >>>>>>> $1159.55 * **MODULE M.WINDOW - 08/02/05* SEE IQ#008431 FOR WINDOW PRICES VAN 1 COST *** ANDERSEN VAN PRICING *** 1 0.000 COST .00 4-6 WEEK LEAD TIME FROM TIME OF ORDER- "MODULE N.DOORS - 08/02/05* THERMATRU SMOOTH STAR DOOR 4-9/16 PFJ JAMB NO CASING DBL BORE NO LOCK OAK ADJ SILL SOD 1 EACH 3/OX6/6 S-262 9LITE LH 1 303.450 EACH 303.45 SOD 1 EACH 3/OX6/6 S-70 LH 1 367.130 EACH 367.13 ------------------------------ PLEASE NOTE! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! PLAN UNCLEAR -CHECK AND VARIFY METHOD OF SUBTOTAL ... ......iT SALESTAX Please: Pay Thfs` A..... Signature SPECIAL ORDER ITEMS ARE NOT RETURNABLE.Botello's is not responsible for any special orders not picked up after 30 days.Items must be returned within 30 days and must be in good condition and able to be resold.The items must be accompanied by the sales invoice and are subject to a restocking charge. r ' Bowdoin Road Mashpee,MA 02649 OFFICE COPY Mailing Address: P.O. Box V, Osterville,MA 02655 QUOTE B j 0 (508)477-3132 L (800)834-3132 LUMBER COMPANY FAX (508)4774279 www.boteliolumber.com FOLD Tt 3:HI P .TQ . a� tva lnto............. CASH TRAINER ADDITION CASH 000 508-790-3097 2 05, 3'006. EI 08/05/05 09/02/05 16:16:35 iAa;:> >;ayGTCI P.:...< ** *************** ******* **** *** ** U5i < .. QUOTE QUOTE QUOTE >:::....� >;N�...:. :....... ,. ** EXPIRATION DATE — 09/02/05 ** * QUOTE **QUOTE***************QUOTE**************QUOTE** SLSP:PROC CSHR:PROC [LAS31 1000-20 PAGE 5 Gt[x8 3T1fit6E .M, 1'X 4xtD ....1�8ClII M1LA�I 7X &7iSP 1 i T #9]C$ A1d'P ..;. .. . BEFORE ORDERING ------------------------------- "MODULE N.DOORS TOTAL >>»> >>>>>>> $670.58 **MODULE O. — 08/02/05* D1A 1 COST SINCE ARCHITECTURAL BLUEPRINTS 1 0.000 COST .00 ARE SUBJECT TO INTERPRETATION. WE ASK THAT YOU PLEASE CHECK OVER YOUR QUOTE/ESTIMATE. D1B 1 COST WE WILL NOT BE HELD RESPON— 1 0.000 COST .00 SIBLE FOR EITHER ERRORS OF OMISSION OR QUANTITIES OF MATERIALS. THANK YOU. SOP1 1 COST ***** SPECIAL ORDER GOODS 1 0.000 COST .00 CANNOT BE RETURNED. APPROVED RETURNS WILL HAVE A HANDLING CHARGE AND MUST BE ACCOMPANIED BY SALES SLIP. SOP2 1 COST NO ITEMS MAY BE RETURNED AFTER 1 0.000 COST .00 30 DAYS FROM DATE OF INVOICE. PRICES 1 COST PRICES QUOTED SUBJECT TO 1 0.000 COST .00 ACCEPTANCE WITHIN 10 DAYS. PRICES GOOD FOR 30 DAYS AFTER DATE OF ACCEPTANCE. AFTER 30 DAYS PRICES \ PRICES2 1 COST ARE SUBJECT TO REQUOTE 1 0.000 COST .00 ACCEPTED BY DATE X MT �... .. ;,..; SUBTOTAL 16464.30 PAYI!BDI MA 5.000%* SALESTAS 823.22 ............................................_....... Please Pay 17287.52 Thf s A�itou>tYir Signature SPECIAL ORDER ITEMS ARE NOT RETURNABLE.Botello's is not responsible for any special orders not picked up after 30 days.Items must be returned within 30 days and must be in good condition and able to be resold.The items must be accompanied by the sales invoice and are subject to a restocking charge. ME * �pFt rp�ti Town of Barnstable Permit# � II y p� Expires 6monthsfrom issue date BAMSTAK4 « Regulatory Services Fee Q� ov v nlr6n 9' •� Thomas F.Geiler,Director �ArED MA't A� r Building Division Tom Perry, Building Commissioner X-PRESS PERMIT 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 - MAR 3 2003 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESID NTTQ#WFVBARNSTA LE q �( Not Valliid'without Red X-Press Imprint 0 " Map/parcel Number F L C " Prope Address Residential - Value of Work s Owner's Name&Address Contractor's Name J+ 1 Telephone Number Home I rovement Contractor License#(if applicable) ci ConstrXtion Supervisor's License#(if applicable) ❑Workman's Compensation Insurance 7 k one: am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy.# aa� Permit Request(check box) Re-roof(stripping old shingles) All construction debris will betaken to ❑Re-roof(not stripping. Going over existing.layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg Revised121901 r °F� Kati Town of Barnstable Regulatory Services 9 an MASSS. Thomas F.Geiler,Director 1639n. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must.Complete and Sign This Section If Using A Builder I as Owner of the subject property hereby authorize -P S '7� to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) 13 ISignature er r Date Print Nanik Results Page 1 of 1 Home Improvement Contractor Look Up Enter Search terms separated by spaces. Search terms can be Town/City, Name, or License number Select Search type: ° AND C OR Search Search Results Reg. No. Applicant StreetI City lExpiration PO 133010 PETER J. BOX CUMMAQUTA MA 02637 SMITH, OWNER 4/30/2003 SMITH BOX PETER Total of 1 Records matched. Back to Home Pa -- g— e - BBRS Privacy Statement http://db.state.ma.us/bbrs/hic.pl 3/11/2003 i f i _ _ ❑ LE En I i' ; c V 04 00 cl* d � � Q1, F In Z i I m i � J rile - yz G r Cl Ifi �i 7-0'' d7-0' ucsr. r- x rh t N�w�axBL� t u r �n Ix �D(yT rlAN6 c ° oFt 23EAM �! l�" Spa" ` S _ bl;f•, 57 A`kr _h r�lltp � E7u5r, NG �Z r', 2/6' m ,(. I r^�, r• G I ' I IJ-3"!'� I ; g"�`d'f- I �' E �� ��h LNG L� �Z D Ex1ST dq �J 1 11 A fi I Ih I v +—�. 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