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0866 MAIN ST./RTE 6A(W.BARN.)
r Oxford NO. 152 1/3 ORA o 0 0 0 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application#ad& Q 3 L. Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee yas 60 i p c Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 41 71 Village Owner Address Telephone Permit Request Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning-District Flood Plain Groundwater Overlay Project Valuation 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 Cl 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 Cl 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 Cl Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER•INFORMATION _ Name C%1?,0YiV Telephone Number ���— `7�2� �9 V Address Z_q3 h1Wg11✓ License# C S 09LI 74 y 11�o r �Z��� Home Improvement Contractor# Z c q a3 3 Worker's Compensation# ALL CONSTRUC ION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE yjDATE 's A. N� 5, FOR OFFICIAL USE ONLY P? e PERMIT NO. _ DATE ISSUED MAP/PARCEL NO. K 'I ADDRESS VILLAGE ' OWNER e DATE OF INSPECTION: f 'FOUNDATION FRAME INSULATION _ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING e DATE CLOSED OUT ASSOCIATION PLAN NO: e 4 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map.. ( � C� Parcel 2 Application#r,?46� Q 3 Health Division Conservation Division Permit# Tax Collector Date Issued a Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis 1 �Pro'ect Street Address 1 C( � � ' 1- 71 Village - I17' � IOwrier a Address r Telephone Permit Request / c� �� q 1 s • . Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District, Flood Plain Groundwater Overlay Project Valuation Construction Type ELot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. j= Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: Yes ❑No On Old King's Highway: ❑Yes ❑No L C1�Baseme�ype: . ❑Full ❑Crawl ❑Walkout O Orthert \1I Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 `� ��A Nu\er,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:Elexisting ❑new size Shed:❑existing ❑new size Other: i ! Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use �/---�---T-.-�/, --_._�.BUIL'DER-I�NFORMATIGN Name �l�Q f��(J E W/N�-- Telephone Number _.Clof— `/2 Address License# C S 09L/ 79� 111144- e�?Z(02f— Home Improvement Contractor# /r N 05 3 Worker's Compensation# ALL CONST ,UC�MN DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 1\ `C\ 1V\�� DATE { FOR OFFICIAL-USE ONLY Y i PERMIT NO. { DATE ISSUED MAP/PARCEL NO. R 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: i f The Commonwealth ofMassachusetts 9 . Department•af Inditstriat�ccidenfs ' -Office oflrivestigations 600 Washington Street . , Boston,AM 02.LII www.massgov/dia , 'Yorkers}Compensation Insur�me Affidavit;.Builderg/Coritractors/Eleetricians/pX�e Applicant Informationrs Fame(Business/OrgamzatimvBdiyidual,, Please Print I,e 1 Address: 3 City/State/Zip:� (phonet _ Are you an employer?*Check the appropriate bog: 1 I am a employer with 4. I am a general contras for and I Type of pioject(required).... employees (full RANorpart time),*. have hired the stab-contractors 6, ❑New construction . 2, I am a'sole.pioprietor or parhier= listed an the-attached sheet; 7. [1 Remodeling p•and have no employees These sub-contractors have " g for me ivany capacity. employeeo andhave 8• ❑Demolition. [No Workers' Workers comp,insurance comp,insurance,$' 9, []Building addition 1.5requited) 5: [] We ate a.gorporation and its 10,[]$Iec#rical repairs additions I anr-a-homeowner-dning a11:Wozk — officers.have exercised their - myself[No workers'comb, right 8f eXemption per MGL 11:❑Plumbing rep airs or additions - insurance,regtvred]t c.. 152, §1(4),and we have no'. 12,Q Roof repairs•. employees, [No workers' .13.[ Other ' gorrtp,insurance required,] *Any epplieant that cheeks box#1 must also fiU out the section below showing theft workers'compensation polieyinfomration, t Homeotivners,who submit this affidavit indicating they are doing all woik and then hire outside oontractors must submit a new effidavftindicatin su emploYetbrs that sub- this box must attached m additional-sheet showing tbename of the sub-contmatm and•state whether ornotthose entities have emp}oyees. If the sub-contractors have employees,they must provid'o their worker,comp,polidy number, lam an employer,that is provfiiing workers'campensafivn Insurance for my employees, Below is the policy and ob site* ' information. Insurance Company Natie• Policy#or Self-ins.Lid, Expiration Date: ,Tpb Site Address' Attach a copy of the Workers' cginpensation he declaration Page'(showing ttcity/state/zip; e a policy er and PR ' Y. P Y e Failure,te secure coves e ag re • • �Ph'atioa date), g quired under Section 25A•of'1VIGL c, 152 can lead to the imposition of criminal' e fine lip t6$1,500.00 and/oz one-year imprisonment;as well as civil penalties in the form of a STOP�'ORK,O P nalties of a of up to$250.00 a day against the yiolitor, Be advised that a c ORDER and a fire Investi ations of the bIA for ittsura ce coves e.ve' cation, QPY'of statement maybe forwarded to the•Office of I'do hereby ce er the p ' s p nalties ' f perjury that the information provided abov�ejis true and correct, _ Si tore: Q Date; Phone# t! �p Offrctal use only. Do not write in this area,tb be completed by city oT town official City or Town: ' ,Permit/Lfcense# . Issuing Authority(circle one).,* .1,Board of Health 2,Building Department 3., City/Town Clerk 4,Electrical Inspedtor 5. Plumbing inspector .6, ether Contact P erson: Phone A. Massachusetts General'Laws chapter-152 requires all employers to provide workers' compensation fcr their employees. Pursuant to this statute, an employee is defined as"...every peisoninthe service of another under any contract of brie, express or implied, oral or written." An emp Ioyer is defined as "an individual,partnership,association,corporation or other legal entity,or any two of more of the foregoing engaged in a joint enterprise, and including the legal representatives of a•deceased employer, or the receiver or trustee-of an individual,partnership,association or other legal entity,employing employees, However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the.grounds or building appurtenant$iereto shall not because of such employment be-deeiped to be an employer." IvIGL chapter 152, §25C(6)'ilso states that"every state or local licensing agency shall withhold the issuance or ren6wal of a license or permit to'operate a•business or to construct buildings in the commonwealth for any applicant who has not prodiided•acceptable:evidence of compliance with the insurance coverage required," . Aciditionany,MdL ohspter-152,§25C(1)states"Ne;that tlie.commonwealth nor any of its political subdivisions shall enter into any contract for the perfommnai9ce 6f pablic.work until acceptable evimlEnsa . conipl&6r ?Withtlie e' requirements of this chapter have been presented to the contracting auth6r1ty,'i Applicants Please fill out the workers'compensation affidavit completely,by checldng the boxes that apply to your sitaation and,if necessary,supply sub-contractor(s)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 ale members'or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have i employees, a policy is required. Bp advised that this affidavit may be submitted to tha Dep'art6aont 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 app4cation 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,' compensationpolicy,please call the Department at the number listed.below. Self-insured companies should enter their self-insurance license number onthe appropriate'lind — City or Town Officials Plea.s.e be sure that tho affidavit is'completa'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 applicmt- Please be sure to fain the permit/license number which will be used as a reference number: In addition,an applicant that must submit multiple permitnicense applications in any given year,need only submit ono affidavit indicating current policy information(if necessary)and under"lob Sips Address"the applicant should write"all•locations in town)."A copy of the aff davit thia has been officially stamped or nwr$ d by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses, A now affidavit must be f9ed out each year.Where a home owner or-citizen is obtaining a license or permit not relatedfo any business or commercial venture (i.e. a dog license or permit to bum leaves•eto.)saidpersbu is-NOT required to complete this affidavit. The Office of Investigations would like to tt+ank you in advance-for.your cooperation and should you have-any questions, please do not hesitate to givens a call. The Depa0nent's address,telephone•andfax number.. Q ee of lu'vesiagailow TO.0 617-727-4W et 406 or I-M-)AS B , R FAX#617- 7-7749 Revised 11-22-06. v-M ma-86V/dia Board of Building Regulations and Standards License.or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If.found return to: Registrati n 54033 Board of Building Regulations and Standards E pi t 2GU12U09 Tr/l 254087 One Ashburton Place Rm 1301 - -Ip Boston,Ma:02108 hype. =lndiwdual GEORGE WING GEORGE WING 1243 MAIN COTUIT,MA 02635 AW Administrator Not va without signa ur a a:3 I o ¢ ## License CONSTRUCTION SUPERVISOR 3 I b NumbePICS 084792 r' r ^Birthdate:=02/21/1946 w �x'r S`t02/2':1�20.07 e P_ I Tr.no: 84792 I t :.Restnieled:.. G ';. j GEORGE H WING ` 7 1243 MAIN 7_ • � COTUIT, MA 02635;� Administrator i Town of Barnstable Regulatory Services BARNSTABM MAM8; Thomas F.Geiler,Director 4�Eo M;.,►`0 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY Ali , Construction Supervisor License. #C5 L , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# _ ZOO 6 O 3! 4 , issued to (Property address) on d Dr' Pk , 200_. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) 01 LICE HOLDER JAI y i 1 q/forms/newcontrb TOWN OF BARNSTABLE Building . Application Ref: 20060314 ELAMSTABLE, Issue Date: 02/07/07 Permit MASS 9� 039• �� Applicant: WING GEORGE H Permit Number: B 20070235 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/07/07 Location 866 MAIN ST./RTE 6A(W.BARN.)Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 156023 Permit Fee$ 25.00 Contractor WING GEORGE H Village WEST BARNSTABLE App Fee$ 50.00 License Num 084792 Est Construction Cost$ 85,440 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND EXTENDING BEDROOM ADDING ATTATCHED GARAGE CHANGE OF THIS CARD MUST BE KEPT POSTED UNTIL FINAL WORK AUTH#FOR ELECTRICAL IS 1543592 CONTRACTOR 2/7/07 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: TRUITT, ROBERT F IR 8i CYNTHIA M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 953 SO FRONTAGE RD W#201 INSPECTION HAS BEEN MADE. VAIL, CO 81657 Application Entered by: PC Building Permit Issued By: eILIr THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR A Y PART TH F,EITHER TEMPOfARJLY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER TH UILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). '-o o ' o BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 I 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health & M CMR Appeoft j Table JS.Llb(continued) Prperiptfve Packages for Oae and Two-Family Residential Buddings Heated with Fossil Fueh MAXIMUM MINIMUM Glazing Glazing Ceiling Well Floor I Basement Slab Heating/Cooling Ama'(%) U•value' R-value' R-value' R-value' Wall Perimeter Equipment Efficiency Page R value° R value' 5701 to 6500 Haring Degree Days' Q 12% 0.40 38 13 19 1 10 6 Normal 12% O.52 30 19 19 1 10 6 Nomad S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 23 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V IS% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 1 IS% 032 38 13 25 N/A N/A Nomnal Y 18% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA .19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 66,6 MAIN , MA 02,669 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3 6-7`f Sd 3. SQUARE FOOTAGE OF ALL GLAZING: S-w 4. %GLAZING AREA(#3 DIVIDED BY#2): 49, 7</�s S. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: 1 q-forms-f980303a i i11 i 780 CMR Appendix J Footnotes to Table J6.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to.the gross wall area,expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-fram fra e or mass(concrete,masonry,log)wall constructions,but do not apply to metal- me construction. e The floor requirements apply to floors over unconditioned spaces(such as unconditioned cmwlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with'the other glazing. Basement doors must meet the door U-value requirement described in Note b. 7 The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see Table J5.2.l a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall;slab-edge,or crawl space wall component includes'two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 I - r ` r RESIDENTIAL BUILDING PERMIT 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 I square feet x$96/sq.foot= 48 x .0041= � 200 . A ,plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE ;27 8 square feet x$64/sq.foot= Q, 7 x .0041= 2 . plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x .0041= -76, 6Z, 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 $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 aFt►+�r Town -of Barnstable regulatory Services H s�r.$,� Thomas F.Geiler,Director �A 039. �0 yEo,�►v° Building Division. i Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 '' - Fax: 508-790-6230 Property bier Must Complete and Sign This Section If Using A wilder I, CaAutAer657-u*_,as Owner of the subject property hereby authorize V4 J I t 0Lr^ 'P6LVY1 to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) I111 LI t 'I 2-0 O Signature of Owner to c.�h i��Q wl ors ST►�:� Print Name Q TORMS:OVJNERPERMIS SION r - FWE�� Town of Barnstable Regulatory Services BARD!STABv �g Thomas F.Geiler,Director �A i63q. �0 �6GMAta Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 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. / Zo doo Type.of Work: Estimated Cost D Address of Work: Owner's Name: ee Date of Application: S� o I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Jqb Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: r Dat Contractor NaiCe � Registration No. OR Date Owner's Name ", Q:fomis:homeaffidav f UULVVVI- Wall Llgllt vrau ucuul.. Norwell • �� ..��� s� .r. Features Finish , : Height: 15 1/2" -Flemish (shown) ; Width: 8" r -Black '-,j « 1 Extends: 9" }� 4' z, , -Verde Bulbs: 1 - 100W E -Gun Metal C� tt Construction: Onion,clear µ; . . ..� glass -Bronze M 1r i . o'se'.VVindow pECE WE NOV 0 9 2005 TOWN OF BARNSTABLE HISTORIC PRESERVATION API, yt0VED . 1 of 1 11/8/2005 8:51 AM a' CertainTeed Corporation — Technical Data Sheet XTTM 30 Shingles XTTM 25 Shingles CT20 Shingles SEAL KING®25 Shingles • COLLECTIO MANUFACTURER ■ CertainTeed Corporation Phone:(800)233-8990 Ceft!nTft*d 04 Roofing Products Group Fax:(610)341-7940 P.O.Box 860 Web:www.certainteed.com- 1 . Valley Forge,PA 19482 PRODUCT INFORMATION CertainTeed offers a variety of three-tab shingle products that combine exceptional durability with flexibility for better resistance to blow-off. In addition to their suitability for residential applications,these products are ideal for commercial applications. Available in"English"dimensions 12"x 36"and in"Metric"dimensions—13 1/4"x 39 3/8",depending on - the product and sales region. Some of these shingles have the additional attribute of resisting the growth of algae(commonly called fimgus), especially in damp regions. AR shingles are not available in all regions. Special Note:In Alaska and Hawaii the XT 30 shingle carves a 100-mph wind warranty(see actual warranty for details). Colors: These shingles come in a wide variety of colors. Please refer to the product literature,sample boards or our website(www.certainteed.com)for colors in your area. Limitations:Use on roofs with slopes greater than 2"per foot.Low slope applications(2"to 4"per foot)require additional underlayment.In areas where icing along the eaves can cause a backup of water,apply CertainTeed WinterGuardTm Waterproofing Shingle Underlayment,or its equivalent,according to application instructions provided with the product and on the shingle package. On slopes greater than 21"per foot,apply a 1"diameter spot of asphalt roofing cement(ASTM D 4586,Type II) under each shingle tab comer according to application instructions provided on the shingle package. Product Composition: These shingles are composed of a fiber glass mat base.Ceramic-coated mineral granules are tightly embedded in carefully refined,water-resistant asphalt.These shingles have self-sealing adhesive.These are. . 3-tab shingles. Applicable Standards: ASTM D 3018,Type I ASTM D 3462 " D � (ta 2 � ❑„ � " ASTM E 108 Fire Resistance:Class A C Lr, �V/ ASTM D 3161-99a,Type 1 Wind Resistance ASTM D 3161-03b,Class"F"Wind Resistance(Regional) 10 V 0 9 2005 UL 790 Fire Resistance:Class"A UL 997 Wind Resistance To N OF BARNSTABLE NYC-MEA-120-79-M HISTORIC RRESERVATION BOCA&SBCCI Building Codes ICC-ES Evaluation Report Pending CSA Standard A123.5-98(except CT20) Ontario BMEC Auth.97-10-219 and 97-12-221 (English-size only) Miami-Dade Product Control Acceptance(English-size only) Florida Certificate of Product Approval#FL250(English-size only/Regional) I Technical Data: XT 30(and AR)-English XT 30(and Alt}Metric Weight/Square(approx.): 245 lb. 245 lb. Dimensions(overall): 12"x 36" 13-1/4"x 39-3/8" Shingles/Square: 80 65 Weather Exposure: 5" 5-5/8" XT 25/Seal King 25-English (and AR) Weight/Square(approx.): 225 lb. O Dimensions(overall): 12"x 36" D Shingles/Square: 80 Weather Exposure: 5" N0V CT•10-English CT 20-Metric TAW O . Z005 (and AR) (and AR) HI81, oreq Weight/Square(approx.): 200 lb. 200 lb. C'°AFR SFA 9 Dimensions(overall): 12"x 36" 13-1/4"x 39-3/8" Shingles/Square: 80 65 Weather Exposure: 5" 5-5/8" INSTALLATION Detailed installation instructions including diagrams are supplied on each bundle of shingles,ouseparate application sheets may be obtained from CertainTeed.The following is a general summary of installation methods.NOTE- Refer to application instructions supplied with the shingles for further information and application procedures. Roof Deck Requirements:Apply shingles to minimum 3/8"thick plywood,minimum 7/16"thick non-veneer(E.g. OSB),or minimum 1"thick(nominal)wood decks.The plywood or non-veneer decks must comply with the specifications of APA-The Engineered Wood Association. Ventilation:Provisions for ventilation should meet or exceed current HUD Standards. To insure adequate ventilation,use a combination of continuous ridge ventilation(using Ridge FilterVent or Ridge Filter ShingleVent fl,manufactured by Air Vent Inc,or a comparable product with an external baffle)and balanced soffit venting. Valleys: Valley liner must be applied before shingles.The Closed-Cut valley application method is recommended, using CertainTeed WinterGuard Waterproofing Shingle Underlayment,or its equivalent,to line the valley prior to being fully covered by the shingles. Underlayment:At standard slopes(4"per foot or greater)a single layer of Roofers' SelectTm High-Performance shingle underlayment(or product meeting ASTM D 4869 or ASTM D 6757)is recommended.For UL fire rating, underlayment may be required.Corrosion-resistant drip edge is recommended and should be placed over the underlayment at the rake and beneath the underlayment at the eaves. B105- On low slopes(2"to 4"per foot),apply CertainTeed WinterGuard Waterproofing Shingle Underlayment or its � equivalent,or two layers of 36"wide felt shingle underlayment(Roofers' Select High-Performance Underlayment or product meeting ASTM D 4869 or ASTM D 6757)lapped 19",over entire deck according to the application 6127-11 instructions provided with the product. When WinterGuard is applied to the rake area,the drip edge may,be M-1AIJ installed under or over WinterGuard. At the eave,when WinterGuard does not overlap the gutter or fascia,the drip edge must be installed under WinterGuard. When WinterGuard overlaps the fascia or gutter,the drip edge or other metal must be installed over it. Fastening: Four nails are required per shingle.For English-sized shingles they are to be located 5/8"above the top of each cutout and V and 12"in'from each side of the shingle.For Metric-sized shingles they are to be located I" and 13-1/8"in from each side of the shingle.They must be of sufficient length to penetrate into the deck 3/4"or through the thickness of the decking,whichever is less. Nails are to be 11 or 12 gauge;corrosion-resistant roofing nails with 3/8"heads. On steep slopes greater than 21"per foot,apply a 1"diameter spot of asphalt roofing cement(ASTM D 4586,Type II)under each shingle tab comer according to application instructions provided on the shingle package. Application(English-Sized Shingles):The recommended application method is the Six-Course,6" Stepped-Off Diagonal Method found on each bundle of shingles.These shingles may also be applied using the 5"Stepped-Off Diagonal Method,or the 6"Offset,Single-Column Vertical-Racking Method,instructions for which may be obtained from CertainTeed.These shingles may be used for new construction or for reroofing over old shingles. Application(Metric-sized shingles):The recommended application method is the Seven Course,5-5/8" Stepped-Off ` Diagonal Method(Metric)found on each bundle of shingles.These shingles may also be applied using the Eight• Course,5"Stepped-Off Diagonal Method(Metric)or the Half-Tab Diagonal Method(Metric),instructions for which may be obtained from CertamTeed.These shingles may be used for new construction or for reroofing over old shingles. Flashing:Use corrosion-resistant metal flashing. Hips and Ridges:Use field shingles of a like color for capping hips and.ridges. For higher profile hips and ridges use CertainTeed's ContourRidgeTM or ElevationRidgeTM in a like color. MAINTENANCE These shingles do not require maintenance when installed according to manufacturer's application instructions. However,to protect the investment,any roof should be routinely inspected at least once a year.Older roofs should .be looked at more frequently. WARRANTY XT 30(and AR),shingles carry a 30-year limited transferable warranty,XT 25(and AR)and Seal King 25 both carry a 25-year limited transferable warranty,and CT-20(and AR),shingles cany.a 20 year limited transferable warranty to the consumer against,manufacturing defects.All of these shingles carry 5-year SureStart protection except for CT 20 which carries 3-year SureStart protection.For specific warranty details and limitations,refer to the warranty itself(available from the local supplier,roofing contractor or on-line at www.certainteed.com). FOR MORE INFORMATION Sales Support.Group: 800-233-8990 Web site:www.certainteed.com See us in Sweets and ARCAT printed and electronic publications ©Copyright CertainTeed Corporation,2004.All rights reserved. Updated:7/2004 Celebrating a Century of Building America O Nod Taw 0.9 2045 HISTOR��pR�RNsrq SFq�A BCE ON +.+ .�. s -yt«y L •S ? '.v.i � � '."�.! .?1'..,. 1riXt- Q J1".r+ .'��" r . •k -.r! � r S?f"'r,� a i_. k •� r ^•N"�•� rb 'FS 4s i .n .�':(' '? rs� •r�1 33 Z +4 -'. t� ��yr �,�-� Yr u:1 4r .L+" {ri ! t -a•�f Y'i F 7' +e, y.d r» 'P t i. r ry 't� j- a .f .ems z f.y t�'��i a�')i, d'..y ,ry�'� •. ��'� • !Yy tR'>eftf� •ti.�, �;.. s'.'°dt-.`'.sJ�t •tp*'" ;�ni^ra,'1L.1 i� : vla..:`a' R <:�� ,it 1t., �'F4 y., j`f" ftL., t .- P .4^ti ^t. t p�'e. 4a}�L a.'3,,,,,...;'t.�or 'Yri.. } �;.,9•-r Y�Z {1 5 `r .ir. 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Z, . t `��`�Y.�'fa�#,;,..,�'4,�s�,`��.r-�d�Y��'h��4, i .�~�� ,`r<.i7 ' i h��[Y'i`�i'� <•5.4 tt�„✓*,:3^1�,��''; • ." � ,1,. �fr�''t„��xfh� ��b7;"{ �+ .#gLjdn�.t""' - �+k."�'L�".c3'k-*S L�y- - - � T R I M B O A`R{!���� ��,rh�'k7"':�"',�y • �E.w�'S�`�PIf ^ fv''vr s�'y'�t� �?� r`J?T•T�j�� ✓�+�� .s t. t fr 8tt {: �✓' to S. b� "4+G�� Sf, �s�ti € fra7 SEADSOA�D CORNEMARD SHEET ADHESIVE AZEK® CORNERBOARD J. 'q Pre-formed for easy installation,the AZEO Comerboard has a seam that will never open ensuring long lasting good looks.The AZEK Comerboard complements all housing exteriors and is available in Traditional or Frontier. ` � : • Sizes: • 4"outside comer-10'and 20'lengths 6"outside comer-10'and 29 lengths {t i �RE FOR COMPLETE AZEK CLICK H_ PRODUCT USTING y{:N -777 YCt! ioOk.it's 61�. 1 � EC NO V 0 9 Tow 2��S hI ST�R OPegRNST RF qe 1 of 1 11/8/2005 8:51 AM SHEET AND ACCESSORY SIZES T R I M B O A R D S NOMINAL ACTUAL DIMENSIO �' SION TRIMBOARD SIZES Nov BEAD65A�� 0 y ZOOSS 4411 NOMINALnf- ACTUAL 5/8" x 4" x 18' ��P R 1 2" x 18' DIMENSION DIMENSION AT�oN SHEETS 5/8" x 3 1/2" x 18' SAME 3/8" 4' x 8' * SAME 5/8" x 5 1/2" x 18' SAME 3/8" 4' x 10' * SAME 5/8" x 7 1/4" x 18' SAME 1/2" 4' x 8' * SAME 5/8" x 9 1/4" x 18' SAME 1/2" 4' x 10' * SAME 5/8" x 11 1/4" x 18' SAME 5/8" 4' x 8' SAME 5/8" x 15 1/4" x 18' SAME 5/8" 4' x 10' SAME 5/8" 4' x 18' SAME l x 4 x 18' 3/4" x 3 1/2" x 18' 3/4" 4' x 8' SAME3/4" 4' x 10' SAME l x 5 x 18' 3/4" x 4 1/2" x 18' 3/4" 4' x 12' SAME - I x 6 x 18' 3/4" x 5 1/2" x 18' 3/4" 4' x 18' SAME 1 x8x18' 3/4" x 7 1/4" x 18' 1" 4' x8' SAME l x 10 x 18' 3/4" x 9 1/4" x 18' 1" 4' x 10' SAME 1 x 12 x 18' 3/4" x 11 1/4" x 18' 1" 4' x 12' SAME 1 x 16 x 18' 3/4" x 15 1/4" x 18' 1" x 4" x 20' SAME CORNERBOARD 5/4x4x 18' 1" x3 1/2" x 18' S/4x 4" x 10' 1" x3 1/2" x3 1/2" 5/4x5x18' 1" x41/2" x18' 5/4x6" x6" xl 1" x51/2" x51/2" 5/4x6x 18' 1" x 5 1/2" x 18' 5/4 " 1" x3 1/2" x3 1/2" 5/4x8x18' 1" x71/4" x18' 5/4x6" x6" x20' 1" x51/2" x51/2" 5/4 x 10 x 18' 1" x 9 1/4" x 18' GALLONS 5/4 x 12 x 18' 1" x 11 1/4" x 18' ADHESIVE PACKAGING • PER CASE 4 oz. 24 CANS/ CASE .75 5/4 x 16 x 18' 1" x 15 1/4" x 18' 8 oz. 24 CANS/ CASE 1.5 16 oz. 12 CANS/ CASE 2.25 5/4 x 4 x 20' 1" x 3 1/2" x 20' 32 oz. 12 CANS/ CASE 3.0 5/4 x 5 x 20' 1" x 4 1/2" x 20' 128 oz. 6 CANS/ CASE 6.0 5/4 x 6 x 20' 1" x 5 1/2" x 20' 5 gal. 1 CAN / CASE 5.0 5/4x8x20' 1" x71/4" x20' 5/4 x 10.x 20' 1" x 9 1/4" x 20' MILLWORK t BRICK MOULD 1/8" x 2" x 17' 5/4 x 12 x 20' 1" x .11 1/4"x 20' CROWN MOULD /16,, x 3 5/8" x 16' DRIP CAP 1 /16'" 5/8" x 16' 1 �7W3/8"and 1/2"sheet products are not intended to be ripped into trim pieces. These profiles must be glued to a substrate and mechanically fastened. Contact your AZEK Territory Sales Manager with questions. TVGWi-CwyBrick m4mo[..._..I Brickwork Design Profile ❑ REVISED 1/W A Glen-Gery Molded Brick FHISTORIC- E WE CL 3 0 . s 0 9 2005 General BARNSTABLE PRESERVATION Machine molded bricks are available in natural colors and sand finish textures which are suitable for any building type and architectural style.There is some intended irregularity to the brick result- ing from the manufacturing process. Unit Specifications Glen-Gery molded bricks are manufac- tured to conform to the requirements of American Society for Testing and Materials(ASTM)Standard Specifica- tions;"C 216,Facing Brick,"Grade SW. These products also conform to ASTM ,.� C 216,Grade MW and all grades of ASTM C 62.Typically,Glen-Gery molded bricks will meet the require- ments of ASTM C 216,Type FBS,but depending on the intended irregularity of shape,the product may need to be specified as conforming to ASTM C 216,Type FBA.One hundred percent solid molded bricks may be used as paving bricks when their characteristics Design-Criteria conform to the requirements of ASTM Sae: C 902.Inquiries should be made for Glen-Gery molded bricks are available specific applications or conformance to standards other than ASTMC 216 and in a variety of face dimensions. C 62.When specifying this product,the Hi*t x CR specifications should cite: ITUW RAN, nJW _. 1) The product name and state Standard "as manufactured by Glen-Gery Modular 3% x 21/4 x 75/a Corporation." Oversize 3g/e x 21/. x 8 -- - 2) Conformance to the requirements Oversize 5 of the appropriate standard, Modular , 3/a x 23/4 x 75/a (usually ASTM C 216). other face dimensions or thicknesses may be 3) The actual unit dimensions listed as avai►ab/e on spear.order. the requirements of ASTM C216,Type FBS.Generally,the product ordered thickness x height x length. will contain a number of units which are Example:52-DD as manufactured by Dfirfensional Tolerarmx= under or over the specified dimension. Glen-Gary Corporation to conform to Glen-Gery molded bricks are manufac- The dimensional variations are related the requirements of ASTM C 216,Grade tured to achieve specific dimensional to the raw materials,forming,drying SW,Type FBS.The units shall have tolerances.The dimensional tolerances and firing processes and the desired dimensions of 3-5/8'x 2-1/4'x 7-5/88. of the product are intended to be within finish and color.Thus,for some . . ..., D products,all the units may be slightly Shapes: over or slightly under the specified Standard brick shapes are shapes dimensions.Inquiries should be made which are dimensioned to course regarding the dimensional variations ply with standard size brick which might be expected if project Standard brick shapes are not stock detailing requires precise coursing. items.The standard size brick shapes Specialty products or gauged are described in the Glen-Gery Brick products may be desirable for such Shapes flog-Brick Shapes." appiications. The typical molded brick shapes, as described in the catalog,include Configimatiom various configurations of bullnose, These units are manufactured as solid watertable,octagon,shelf angle,sill, brick to conform to the requirements of tread and coping units.Shapes dimen- applicable ASTM standards.Some sioned for coursing with other brick molded brick contain recessed panels sizes are made as are shapes having on the sanded bedding surface called configurations that fit specific project "frogs."Frogs are formed so that the requirements.These shapes require aggregate void space is less than detailed dimension drawings which twenty-five percent of the gross cross- must be submitted to and approved by sectional area in every plane parallel to Glen-Gery.All shapes should be identi- the bearing surface.Bricks may be fled early in the project design, provided as frogged units or one because certain shape configurations hundred percent solid(unfrogged) may require special forming,drying,or units.If a particular type of unit is firing processes.These processes may required,inquiries should be made require more time or different schedul- regarding availability of the specific ing than the non-shape brick product.desired. Weight Physical Properties of Urft The weight of a brick varies with the Compressuure StwVth: raw materials,size,manufacturing The average gross compressive processes,and the amount and strength of Glen-Gery molded bricks configuration of the frogging. exceeds 3,000 psi when tested with Edged g8ed ypk;WWeight Typical Weight Weight Range. Weight Range Desqrfpb pWLwft. (Ib✓�iq= (!h/uirdy. t�✓un� Standard Modular 4.6 4.5-4.6 5.1 5.0-5.2 Oversize 5.4 5.2-5.6 5.4 5.4-5.8 Oversize Modular 5.4 5.2-5.6 5.4 5.4-5.8 Fmishes: the bads applied normal to the bed- Glen-Gery molded bricks are manufac- ding surface.Typically,the average turgid using sand: compressive strength exceeds 4,000 rHISSTOpIC (� 21) as a lubricant to release the clay depen�The��L� specific from the molds and as prod V 0 92) a way to provide different colors. �uct��on:2005 These bricks are called'sand-struck" units and are produced with sand The average maximum hot water Fp ARNSTAB�E on all surfaces except one.bedding absorption by submersion in boiling RESERVATION surer• water for five hours is less than 17% and will typically be less than 15%.The Colors; average saturation coefficient is usually A wide range of unique colors is less than 0.65. available.Molded brick are typically manufactured in red,brown,buff and white colors. APPj3OVED O • O I . Standard Standard Oversize 31/a'x 21/."x 8' Modular 3'/e"x 21/."x 8' { 31/e"x Th"x 75/a" O Oversize Modular 3e/9'x 21/.'x 71/a" 00 o 0 0 0 0 0 0 0 00 l/p . y/soou�oF 1y?oos Actual brick may not have frogs. R��pBgR RFS 9�q je�F . ON All shapes and sizes indicated are available from Glen-Gery. Brick units in black type are the subjects of this brochure. i i ,Initial Raba of Absorption: of Heating Refrigerating and Air- Protection: The initial rate of absorption(suction)of Conditioning Engineers(ASHRAE) Cover units with a weather resistant Standard 90,the effects of mass, Glen-Gary molded bricks may exceed Standc heat,and the Dolor of the brick membrane held securely in place or 30 g Par 30 square inches per specific protect units from the minute under laboratory conditions. should be considered.Reference: elements. { Unless familiarity with the product has BIA Technical Notes on Brick demonstrated that wetting is not Construction4A Revised,"Heat Gain," Wetting: required,the bricks should be checked and 43D,"Brick Passive Solar Heating As deemed necessary,wet units prior 1 in the field to determine if wettingSystems,Material Properties— is Part " to laying.Wettingtypically consists of necessary.The procedure for deter- saturating the units three to*twenty- mining wetting requirements is the field Sound Transmission: four hours before laying-the units.Units test procedure described in ASTM C should be saturated but surface dry 67.If this test is no practical,the need A nominal four-inch wythe of brickwork when laid. for wetting may be estimated by the has a sound transmission following field test classification(STC)of approximately Weather Extremes: 1) Place a$.25 piece on a bearing sur- �•Reference: Technical Notes on Brick Construction on 5A, Sound Follow the procedures developed by face ofa typical unit Installation—Gay Masonry Walls." the International Masonry Industry 2) Draw a ring around the quarter with All-Weather Council(IMIAC). . a wax pencil. Fire Resistance: Reference:IMIAC"Recommended 3) Place twenty drops ofwater within A nominal four-inch wythe of load Pilch and Guide Specifications for the bearing bricwork has an ultimate CokdWeather Masonry Construction" ring. rem k and BIA Technical Noes on Brick 4) If unabsorbed water ains after fire resistance of 1-1/4hours.This Construction 1,"All Weather 1-1/2 minutes,the units likely do no Provides a one hour fire rating. Constructon." Reference:BIA Technical Notes require wetting.If all the water is on Brick Construction 16 Revised, Imo: absorbed into the unit,the units "Fire Resistance." should be wetted prior to laying. . Place units in full mortar joints,taking Cooefficlerd of Thermal Expansion:' care to assure that head joints are full. Brick walls constructed.o Glen-Gery Use a Portland cement-lime mortar Properties of Waft conforming to BIA MI or ASTM C 270. molded bricks have a coefficient of thermal expansion of approximately A prepackaged mortar mix conforming Compressive Strength; to these specifications is Glen-Gery 0.000004 in(n.*deg F).A one hun- Color Mortar Blend.Reference: The minimum assumed compressive dred foot length(or height)of wall con- "Brickwork " strength for a wall constructed using structed of Glen-eery molded bricks Design Profile 4p1. Glen-Gary molded units,and using and exposed to an annual extreme Tooling: good workmanship and Type N temperature difference of 100 degrees Portland cernent4ime mortar,is 660 is expected to experience a total When thumbprint tool all joints to e produce a a concave, grapevine,or vee psi.Most Glen-Gary molded brick; thermal movement of approximately joint finish. when used with good workmanship. one-half inch. and Type N Portland cement-lime mor- protection of Work tar,will provide minimum assumed Coefficient of Moisture won: compressive o 800 At the end of each day or shutdown �n9� Pam• The coefficient o moisture expansion Reference:Brick Institute ofAmerica of Glen-Gery molded bricks does no period,Dover all work with a strong weather resistant membrane held �Recomr mended for exceed 0.0006 inlum.Although most o ��,in place.Care should also be �9i ry• the moisture expansion oGlen-Gary takento protect brickwork located Thermal Perforinance: molded bricks occurs immediately near to the ground from mud and dirt . after the bricks are fired but before the The thermal resistivity of Glen-Eery bricks arrive at the job site,the maxi- Cleaning molded brick is approximately mum expected moisture e n of At the end of 0.11 (hr.a sq.ft.•deg F)/(Btu in.). a wall one hundred foot igh) every shift,remove A nominal four4nch wythe,excluding constructed of these a excess mortar with a stiff bristle brush. Clean with wooden paddles and stiff air firesistance of approximatelyp�d 0.40 a thermal eighths inch. fiber brushes using clean water. (hr.•sq.ft'deg F)/Btu.The thermal tip Do not clean molded brick with high resistivity is used to predict the thermal ,y l0 G D6 O re W00 psi)water.If a cleaning performance of wall elements under �sr�� <9 v is necessary,pre-soak the wall stay-state conditions.The mass and O'Qi��' <p applying the cleaning agent heat o this CEO �S roughly rinse the wall with clear specific Product provide a Store brick of ground afar benefit when subjected to the dynamic contamination by water, after cleaning.Prior to leaning mh a cleaning agent,test the proce- conditions ofthe natural environment materialsi likely to cause stain As described in the American Society other defects. O,y dure and caning agent on a small AFFI -IUVI-JLJ , ED ' sample area to observe the effective- Table 1 ness of the cleaning agent and,most Brick and Mortar Quantities' importantly,any possible deleterious Nominal 9/a Inch Mortar Joints effects or changes in appearance. Check with your Glen-Gery Distributor or District Sales Manager prior to mak- ia� 3 s y r ,Cubic(Foot IPer of Mortar ing a final selection of leaning agent ' ya: ,y ` Poot,F Pet 1©00 Urt$ 5 When a Type N mortar is used,clean f Vertical C tJntEs.. w down should never occur prior to 7 =Cotrsing nritlotrE ,. n- days after work is completed to assure , rI CoUrSiS Squam, -,Cellar Cogat 4' Coker proper curing of the mortar.Molded `'•Ur*t Ske Peckiir ties x` �� ` : '� �Ow` `�O ' brick usually obtain their colors and Standard' . 3 Courses,. 6.75 .0.059 0.122 8.77 18.03 textures through the embedment in the Modular per 8 ins. surface of the sand used in the mold- ing process.Excessive scrubbing, Oversize 5 Courses 5.37' 0.054 0.117 10:07 21.70- cleaning,or pressure rinsing may per 16 ins. remove some of the sand,which could Oversize 5 Courses . 5.63 0.055 0.117 9.72 20.83 change the appearance of the brick Modular per 16 ins: Reference:BIA Technical notes on These values am actual quantities and must be increased for waste and any possible Brick Construction 20 Revised, construction requirements which may necessitate additional quantities. "Cleaning Brick Masonry." Estimating: The quantities of brick and mortar required for a project vary with the size Table 2 of the brick unit,the wall construction, Units Per Linear Foot In Various Positions the number of field cuts necessary, Nominal 3/s Inch Mortar Joints the frogging of the units,and the work- manship.Table 1 provides the quanti- ties of brick and mortar per square foot of wall and mortar quantities per 1000 '�Size '* °` iRowlock -f, s r a brick units.These figures are based on Standard 1.43 4.50 4.50 3.00 - units being placed in the wall as Standard 1.50 4.50 4.50 3.00 stretchers in stack of running bond. Modular The quantities are proved for single .Oversize .1.43 . 3.75 .3.75 3.00 wythe of brickwork with and without a Oversize 1.50 3.75 3.75 3.00 nominal three-quarter inch color joint. Modular The values provided are estimates of the quantities in the finished wall and do not account for waste.The values provided in Table 2 may be useful in approximating the number of units for caps,sills,bands, etc.These values represent the actual number of units per linear foot for the various brick sizes in the four most frequently used positions in the wall. The values are based on a nominal three-eighth inch mortar joint. �`v Nw 09 ,200S h Al yY/18 OFe .K �.�C pggqNST �F�'�► I i b � NOV U 9 2005 ai GWi--Gery Brick' r i ST pR�PRAR�STA9� ® FSFRVAT/pN SalestService Centers Illinois pia Pennsylvania Glen-Gery Brick Center Chicago Sales Office Lehigh Valley Sales Office Glen-Gery Brick Center 1090 E.Boundary Avenue 273 W.83rd.St. 1960 Weaversville Road 299 Brickyard Road P O Box 2903 Suite B-1 Allentown,PA 18103 P O Box.337 York,PA 17403 Burr Ridge,IL 60521 TEL(610)264,%W New Oxford,PA 17350 TEL(717)854-88M TEL(630)655-1121 FAX(610)264-2860 TEL(717)624-2144 FAX(717)85471251 FAX(630)6550163 FAX(717)624-2720 Michigan Brick Centers Virginia Glen-Gery.Brick Center n-G ery Brick Center Midwest Regional Sates Office Iowa 744 S.23rd.Street 9905 Godwin Drive 37720 Hills Tech Drive GWW3ery Brick Center Harrisburg,PA 17104 Manassas,VA 22110 Farmington Hills,MI 48331 101 Ashworth Road TEL(717)561-2651 TEL(703)368-3178 TEL(248)489`93M W.Des Moines,to 50265 FAX(717)561-0284 FAX(703)368-1280 FAX(248)48"W8 TEL(515)224-4110 Gl Brick Center New Jersey FAX(515)224-4057 1166Spring Street Corporate Office Northeast Regional Sales Office Kar>sas P O Box 6305 Glen-Gery Corporation 75 Hamilton Road Kansas City Brick Showroom Wyomissing,PA 19610 1166 Spring Street Somerville,NJ 08876 9343 W. 74th.Street TEL(610)372-7826 P O Box 7001 TEL")359-7305 Merriam,KS 66204 FAX(610)378-0918 Wyomissing,PA 19610-6001 FAX(908)359-5116 TEL(913)677-4680 Glen-Gary Brick Center TEL(610)374-4011 FAX 'WA FAX(610)374-1622 Ohio RR#2 Susquehanna Trail Ohio Sales Office Missouri Box 223-G a-mail:gg®glengerybdck.corn County Road#9 Glen-Gery Brick Center Watsontown,PA 1 TM http:/Avww.glengerybrick.com P O Box 208 2400 Allen Terrace TEL(717)742-4721 Iberia,OH 43325 Kansas City,MO 64108 FAX(717)742-7112 TEL(419)468-4890 TEL(816)474-4680 FAX(419)46"W7 FAX(816)474-1549 This document is fumished for Wbrrnational purposes only and is NOT intended as an EJIPRESSED WARRANTY.Glen-Gery accepts no hab ty for the use of this material.All information should be independently evaluated by a qualified design professional h7 the context of the specific ciroumstarroes in which,it is to be applied. Seller warrants title to said goods and that the goods supplied shall meet applicable specftabons where such are designated in the Buyer's order.Should the said goods fail to conform to the foregoing wananty,Seller will,at its option replace the same,F.QB.job site or refund the portion of purchase price paid for such non-confomhing goods.SELLER SHALL NOT SHA NOT BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR ANY BREACH OF THESE WARRANTIES.THE FOREGOING WARRANTIES ARE IN UEU OF ALL OTHER WARRANTIES WHETHER EXPRESS OR IMPUED,WRITTEN OR ORAL,INCLUDING,I NITHOUT LIMITATION,WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PAR71CULAR PURPOSE 01a9eiwLPn.5M 01998 GW-c ry CwWaton TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION K*-3p ! Parcel 3 T+i ( c 3 A oPermit# 3/ 34 ' Health Division (59� 1t !a 6 3 2� — �o� Date Issued AY/ 20� Conservation Division Application Feed Tax Collector Permit Fee d tt ___.._r S, ,,T1C 9Y9M MUST D Treasurer r TD IN OOMP`IANCF Planning Dept. MM THE S MRONMENTAL CODE ANO Date Definitive Plan Approved by Planning Board TOWN REGU - L��I BON Historic-OKH Preservation/Hyannis Project Street Address g p� 4r V"Village I AkNfrUv,, Owner R o s ai Nb L( -rAvi?-r Address �r b ��, s�o VON (i0 � 7 Telephone q7 0 q q " 57771 q' Permit Request fieIV,oV 6 ROr &r" CP loa ��"TEl�1d ATE kcTL�tE�� Fl,*0& i aL l R1 WQ Square feet: 1 st floor: existing proposed_4—, 2nd floor: existing proposed Total new •6— Zoning District Flood Plain Groundwater Overlay Project Valuation O ©D Construction Type tV 00 h 64AAF_ Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family / Two Family ❑ Multi-Family(#units) j Age of Existing Structure C�0, 1�0 Historic House: ❑Yes No On Old King's Highway: Yes ❑No Basement Type: Cl Full ❑Crawl Walkout ❑Other l ` Basement Finished Area(sq.ft.) /y — Basement Unfinished Area(sq.ft) Number of Baths: Full: existing f new Half: existing l new d . Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing new y First Floor Room Count Heat Type and Fuel: ❑Gas AOil ❑Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes EMo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:*xisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Auth rization ❑ Appeal# Recorded O Commercial ClYes No If p ,es site Ian review# Y Current Use 51A. f& � �Y _ j I�'iVG� Proposed Use .57-AIY4--5-- ee ,�� BUILDER INFORMATION Name �/�� ����` Telephone Number f�tl` Address�z y3 4//`J License# ?I *?-- Home Improvement Contractor# ��T60i�RJ � iti, Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE P ^ FOR OFFICIAL USE ONLY f I�ERMIT NO: DATE ISSUED- > MAP/PARCEUNO. f ADDRESS , VILLAGE OWNER .N `'DATE OF INSPECTION: FOUNDATION FRAME ;� iQf''1 ��i ���, 11® ✓S { f INSULATION P`AISY FIREPLACE c ELECTRICAL: ROUGH FINAL ' s PLUMBING: ROUGH FINAL ' GAS: ROUGH ." FINAL \< FINAL BUILDING °f DAT-E.CLOSE. O.UT ASSOCIATION-PLAN NO. The Commonwealth of Massachusetts - = Department of Industrial Accidents Office ofiasestiyatioos 600 Washington Street Boston,Mass. 02111 WorkersI Cam ensation Insurance Affidavit name ocatiQn: G z� 3 � • city w TV l� �� phone# ❑ I am a homeowner performing all work nisei£ I am a sole etor and have no one worlds in ca achy rovidin workers compensation for 1II�em�l(`��Jp'es working on this job. • ny:(•±•n •bx:. Y4.' f..v I am an em I g :•:ttr r t? :•x:•• :.an XY4{;., :Y ?;:,?f`:.• :xr:n:4•}, ti.n:;.Yln} L.:t{o:?;; RY K ❑ >•�:,. .,.KQ :rn. .}.... .ra.. .,%•;a:?:++i3}.s. 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I do hereby c e p p es of perjury that the information provided above is true and carted Si Date 1 l7 a gaature Print name p� .. I �rC/�,�/ W 6 N _ Phone ofadal use only do not write in this area to be completed by city or town official pemdt/liceme# ❑Building Deputment city or town: ❑Licensing Board ❑ ❑Selectrtten's Office check if immediate response is regained C]Iiealth Department contactpenson• • phone#; 00ther Ucyised 9195 P7/a �oFY►+E►o 'down of Barnstable Regulatory Services r BnaxsreBr.E, Thomas F. Geiler,Director Building Division TFD p+1Py . Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME Im:pROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMTT 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. / 1, •� t Type of Work: (�/ i" 1D�R- I � Estimated Cost D d Address of Work: Owner's Name: Date of Application: 7 D I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law Job Under$1,000 uilding not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MIPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED PTDERFENALTIES OF P RMY I hereby apply for a permit as the agen Date tra or ame Registration No. OR Date Owner's Name l-1 1 r ✓fie6 ' ` l7IEDl� "w License: 'CONSTRUCTION SUPERVISOR I p Number"ICS 084792 i ! �{ Y i• Birthdate 02/21/1946 i Ez reSi02/217/2,Q07 Tr.no: 84792 ! Res 1G GEORGE fig WING ' 1243 MAIN ST \ 't ' i COTUIT, MA 02635� Administrator ( . 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 square feet x$96/sq. foot= x.0031= plus from below(if applicable) ALTER.ATIONS/RENOVATIONS OF EXISTING SPACE Z�_square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= 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 160.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee proicost • .__...._ .._.._ rti�4 Cad Town of Barnstable egWatory Services Y r4ousP.mar,Diredoir 01 200 Uhir.Stwt Hyawb,MA 02601 o fic,t: 30a-#62,4038 Fax, 508-7 230 Propetty Owner Must Complete shd Sign This Section If Uo A BuUder I 1 Vi GP I 1�V^S` I C ► _s as. ex of rlia.mu'bjett ptopeA7.. q ° in all taamrs tels-dv®tt rot'ILc thig buUizg,pm;A.igp&v.#on,for (Ad&aas of Job) suss of �s Date p�.e asap NEW TREATED ' 2x6 / /N EW TREATED 2x 10 NEW -x3 GALV LAG BOLT NEW TREATED 2x6 9 20 SPACING NEW TREATED 2x10 EXIS-PING 6x8 -' OAK SILL l �' J . _I `\•max/ ` NEW jx7 GALV LAG BC A NEW 4x6 TRE ATED POST © 6' MAX SPACING .NEW 91 - AJS 10 APG FLOOR ""SHOULDER CUT AS SHO 1 JOISTS @ -16" SPACING EXISTING STONE.- --- \\ FOUNDATION NEW JOIST HANGER (1� NEW CONCRETE 600# MIN CAPACITY� FOOTING INSTALL PER MANUFACTURER'S 8" DEEP !NSTRUCTIONS }- 12" WIDE. 24" LONG -, I---III-- i TYPICAL SECTION AT FLOOR JOIST TYPI CAL SECTION AT POST r m n cv KITCHEN FLOOR REPLACEME JAMES C. SCHROCK, P.E. �® JAMES C. N SCHROCK 866 ROUTE 6A O CIVIL & STRUCTURAL ENGINEERING STRUCTURAL. WEST BARNSTABLE, MA N NO.43113 r Phone (508)240-2535 0 45StarlightLane Fax AL��°�� GORGE WING, CONTRACTC z Eastham, MA 02642 jim@jirnschrock.com -JCS 1 1 -12--( HORSE, SC CALCOD 2002 DESIGN REPORT m US Friday, 'November 07,200312'47 File SingIO 9 1/2" AJSTM 10 APG Name - SC CALC project:J01 Job Name - Truitt Residence Description - Floor Joist under kitchen Address - 866 Mein Street Specifier city,State,Zip - W Barnstable,Ma Designer - Bill Campbell Customer - George Wing Compeny - Shepley Woad Products Code reports - BOCA 21-70,SBCCi 97078, ►C59 PFC-5504 Misc ��ju Standard Load-ao PSF ia15?SF, OC spadnp 19" BO, 1-3/4" 131,1.3/4" 373 lbs LL 373 lbs LL 140 lbs DL 140 lbs OL Total Horizontal Length-'14-00-00 Genera Data (Load Summary version; US Imperial 1D Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area.Load Left 00-00-00 14-00-00 40 PSF 15 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcaee Span Location Right Cantilever - No Moment 1797 ft-lbs 65.65'a @ 100% 2 1 -Internal End Reaction 513 Ibs 44.9% Q 100% 2 1-Left Slope 0/12 Total Deflection LJ610(0.275") 39.30/6 2 1 OC Spacing 16" Live Deflection U839(0.2") 57.2%, 2 1 Repetitive Yes Max:Defl. 0.275"(Limit 1") 27.5% 2 1 Construction Type Glued Span/Depth 17.7 1 Live Load 40 PSF Dead Load 15 p5F NOTES: Part Load 0 PSF Design meets Code minimum(L/240)Total load.deflection criteria, Duration 100 Design meets User specified(L/480)Live load detection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure PAinimum bearing length for SO is 1-3/4". The completeness and accuracy of Minimucv bearing length for 81 is 1-3/4". the input must be verified by.anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance With the current Installation Guide And the applicable building codes. To obtain an Installation Guide or if you have any questions. please call (800)232-0788 before beginning product installation. BC CALC®, SC FRAMER©, BCIS, BC RIM BOARDTm, 8C OSS.RIM BOARDn", 1301SE GLUtAm-i, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDn', VERSA-STUD®,ALLJOISTO and AJSI"are registered trademarks of Boiso Cascade Corporation. Page 1 of 1 - 121011 8' 0" 4' 0" 2 2 Floor 1 A2 9 1/2" AJ S 10 . 1 1 1 1 1 16" OCS 11 1 1 1 1 12 DOUBLE UP JOIST UNDER ISLAND I 4i I LAW OFFICES OF Richard F. Schif mann 3220 MAIN STREET BARNSTABLE,MA 02630 (508)362-5195 RFSCHIFFMANN®YAHOO.COM FAX(508)362-4786 r . Gbc 20,717 P:4212. : 42-06-2006 a 02 = 43P BARNSTABL E - �M1d • r .f!rn htI - Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 1005-096—Truitt Special Permit- Section 240=92B Single-family Non-conforming Buildings or Structures Seek to further extend an existing nonconforming structure into the required wetland setback Summary: Granted-with Conditions Petitioner: Robert Truitt and Cynthia Morss Truitt Property Address: 866 Main Street,—West Barnstable,MA 02668 Assessor's Map/Parc& Map 156,Parcel 023 Zoning: Residence F Zoning District Relief Requested&Background: According to the Assessor's Record,the property at issue is a developed 1.08-acre parcel,fronting on Main Street(Route 6A),West Barnstable. The property also fronts on Salt Meadow Lane to the northwest and Grandma's Way to the southeast. The parcel is developed with a one plus-story,three-bedroom dwelling of 2,661 sq.ft. that dates to the late-1600's. Vegetated wetlands exist on the northwesterly side of the lot. The existing building is located 16.5-feet from the wetlands and is mostly situated within the 50-foot setback to the wetlands. The entire lot is situated within 100-feet-of the wetlands. In Appeal 2005-96,the applicants are seeking to demolish that portion of the existing garage,and replace in that footprint,a new addition to the home and to also add a new two-car attached.garage structure. The new structure to be added is 16.5-feet from the wetlands,within the 35=foot minimum setback to wetlands required by Section 240-7(G)=Setbacks From Wetlands. Procedural&Bearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 26,2005. An Extensibn of the Time Limits for holding the public hearing_and for the filing of o the decision was executed between the applicant and the Board Chairman. A public hearing before the m Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL �i Chapter 40A. The hearing was opened October 19,2005,and continued-to December 14,2005,at which time the Board found to grant the special permit with conditions. Board Members deciding this appeal were, Ron S.Janson,Randolph Childs,James R.Hatfield, Sheila Geiler,and Gail Nightingale,Chairman Attorney Richard F. Schiffmann represented the applicants. Mr. Schiffmann cited that the proposal is to demolish a section of the existing structure now used as a garage and to add a new addition to the home and a new two-car garage. He stated that the proposal has been reviewed by the Conservation Commission and an Order of Conditions has been issued`for the proposed work. The Old King's Highway Historic Commission has also reviewed the proposed development and a Certificate of demolition for that section of the structure has been issued, as has a Certificate of Appropriateness for the new addition. y � Mr. Schiffimann and the Board reviewed the proposed setbacks-for the additions and it was determined that the proposed setbacks for the wetlands were not being reduced beyond that which now exists and therefore there was no intensification of the non-conforming structure. Public comment was requested and no one spoke in favor or in opposition to the request. Findings of.Fact: At the hearing of December.14,2005,the Board unanimously made the following findings of fact: 1. Appeal 2005=96 is that of Robert Truitt and Cynthia Morss Truitt seeking a special permit for property addressed 866 Main Street,West Barnstable,MA. The subject property is'located as shown on Assessor's Map 156 as Parcel 023. It is in a Residence F Zoning District. The applicants seek a special permit to add to an existing non-conforming structure that does not conform to Section 240-7 G that requires a 35-foot setback from wetlands. The applicants seek a special permit pursuant to Section 240- 92B Non-Conforming Structure.. 2. The property is a developed_1:08=acre parcel,fronting on Main Street(Route 6A),West.Baimtable. The property also fronts'on Salt Meadow Lane to the northwest and Grandma's Way to the southeast' It is developed with a one plus-story,three-bedroom dwelling of 2,661 sq.ft.that dates to the late 1600's. The structure is one of the oldest-structures in West Barnstable. 3. The applicants are.seeking to demolish that portion of the existing garage,and replace in that footprint,a new addition.to the home and to also add a new two-car attached garage structure. The new structure to be added is 16.54eet-from the wetlands,not in compliance with the 35-foot minimum setback to wetlands required by Section 240-7(G)-Setbacks From Wetlands. To permit the development within the 35-foot setback,the applicants need a special permit from the Zoning Board of Appeals. 4. . The existing structure-is non-conforming in respect to wetland setback. The existing lot is less than two- acres of upland and is also non-conforming with respect to the now required two-acre minimum lot area. 5. The proposed alteration and expansion may be allowed by Special Permit,provided.that the proposed alteration or expansion will not be substantially more detrimental to the neighborhood than the existing building or structure. 6. The subject property and proposed addition were before the Conservation Commission on October 11, 2005 (Conservation Number SE 3-4445)and an Order of Conditions was granted. 7. The structure is listed on the National Register of Historic Places and the Old Kings Highway Historic District has reviewed the proposed alterations and additions and issued a Certificate of Appropriateness on November A 2005. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the special permit, subject to 'the following conditions: 1. The alterations and additions shall be substantially in conformance to the architectural and engineering plan.submitted to the Board and entitled"A Renovation for the Residence of Dr.Robert&Dr.Cynthia Truitt 866 Main Street West Barnstable,MA 02668",as drawn by Kaosz Design last revised date of 11/7/2005. 2 ' 1 2. All construction shall also conform to all conditions of the Order of Conditions issued by the Conservation Commission. I All construction shall conform to all terms and conditions of the Certificate of Appropriateness as issued by the Old King Highway Historic Committee. 4. The building and site shall conform to all applicable building codes and all Board of Health regulations. 5. All mechanical equipment=air conditioners,electrical generators etc, shall comply with applicable setbacks-and shall be.screened from view from neighboring roadways. The vote was as follows: AYE:Ron S.Jansson,Randolph Childs,James-R.Hatfield, Sheila Geiler, Gail Nightingale NAY: None Ordered: Special Permit 2005-96 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one,year. Appeals of this decision,if any; shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this decision,a copy of which must be filed in the office of the Town Clerk. Ila- J' Ci - oS G#C.Nightingale, airman Date Signed L Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and tha ., of the decision has been filed ift4he offi of the Town Clerk ���������� \ Signed and sealed this(7_day o _under the pans and penalti014 g�o '••w..�d�` Linda Hutchenrider,Town Clerk 0 3 Proof of Publication LEGAL NOTICES ' TOWN OF BARNSTABLE ZONING BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE OCTOBER 1% 2005 To all persons interested in, or affected.by the Zoning Board of Appeals under Section 14,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: 7:00 P.'M. Truitt. Appeal 2005-094 Robert Truitt and Cynthia Morss Truitthave applied for a Special Permit pursuant to Section 240-92B Non-Conforming Structure. The applicants are seeking to add to an existing non- conforming strwture that does notconform to Section 240-7 G that requires a 35-foot setback from wetlands. The proposed addition dogs not conform to the required 35-foot setback but will not Infringement more than that setback established by the existing non-conformity.. The subject property is located as shown on Assessors Map 156 as Parcel 023,addressed 866 Main Street,West'Bamstable,MA 02668 in a Residence F Zoning District. This Public Hearing will be held at the Barnstable Town Hall,367 Main Street,Hyannis,MA, Hearing Room,2nd Floor,Wednesday.October 19,2005. Plans and applications maybe reviewed at the Planning Division,Zoning Board of Appeals Office.Town Offices,200 Main Street,Hyannis,MA. ^!"�'•�# , ,? •f ' y "�' ;"` .i C3an�fkA.G`reedon 111,,PhaIrma6: + :-+ Zoning Board idNpeals ' it �. .....-+ _��. .. ;;..:. . :�• .:_.:.,; -�;., . . The Barnstable Patriot September 30 and October 7 2005 -" Zoning Board of Appeals (ZBA) Abutter List for Map 156 Parcel 023 Abutters=Parties of Interest-those directly opposite subject lot on any public/private street/way and abutters to abutters. Notification of all properties within 300' ring of the subject lot. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 9/29/2005 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 156004 BARNSTABLE,TOWN OF(LB) 367 MAIN ST F HYANNIS 02601 USA [`- 56007 WHITTEMORE,JENNIFER L& BUNNELL,MATTHEW A P 0 BOX 944 W BARNSTABLEJ MA 02668 I I J 156017 ADAMS,WILLIAM B 820 ROUTE 6A BARNSTABLE MA 02668 W USA 156018 SPANO,THOMAS C&SUZANNE 10 SALT W BARNSTABLE MA 02668 MEAD1OW LN � V USA 156023 UITT,ROBERT F JR&CYNTHIA 953 SO ,gII, CO 81657 M FRONTAGE RD W#201 CLARK ,ALN R&GLORI M BOX 722 12400 W BARNSTABLE MA 02668 USA 156024002 JACOBSON,JOHN P&JUDITH A 30 G I ANMAS W BARNSTABLE MA 02668 WAY 156027 BARNSTABLE,TOWN OF(CEM) 367 MAIN ST HYANNIS MA 02601 156028 HAIGHT,SETH&ERIN 15 VYT AVE ONEONTA Y 13820 156029001 MURTAUGH,KATHLEEN A %MORRISON,GEORGE ANTHONY& KAT LEEN A 857 MAIN ST W BARNSTABLE MA 02668 SA 156030 MCCALLUM,LUCILLE B&JOHNS FUCI:L-L::E B MCCALLUM LIVING P 0 BOX 464 W BARNSTABLE MA 02668 SA S ST 156031 WHITE,SUSAN MEADE 825 W MAW ST W BARNSTABLE MA 102668 USA 156038 GREER,WILLIAM 75 OCEAN ST HYANNIS MA 02601 SA 156045 SOUZA,KAREN A 39 SALT W BARNSTABLE MA 02668 USA MEADOW LANE 156046 CRAFT,THOMAS J&JACQUELYN B 181 CAPE CAPE CANAVERAL L 03292 SHORES CIR#G 156054 BARNSTABLE,TOWN OF(M1 W) %STEEVES,SCOTT 886 MAW W.BARNSTABLE M USA A 02668 STREET Page 1 of 2 Friday,September 30,2005 ivlappar Uwnerl Owner2 Address 1 Address 2 City State Zip Country > 156055 BARNSTABLE,TOWN OF(MUN) TTl-EVES,SCOTT 886 MAIN W.BARNSTABLE MA 02668 USA STREET 156056 WELLS,RUTH A pio—5ERTS,RICHARD&TRUDIE P 0 BOX 66 W BARNSTABLE IMA 102668 ° JUSA W , a z cn n r— M m G7 co O -n v M M Friday,September 30,2005 Page 2 of 2 PRO NAME. ADDRESS: g� PERMIT# �' 3 PERMIT DATE: fLqle� M/P: LARGE ROLLED PLANS ARE IN: BOX 22 SLOT l DATE COMPLETED: / 6 BY: � q/wpfiles/archive ------------ �I N� �_ Application to ®[b Ringo JbiabWap Regional Jbistoric Motrict Committee In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings,or photographs accompanying this application for. CHECK CATEGORIES.THAT APPLY: 1. Exterior building construction: New XAddkion ❑ Alteration o D Indicate type of building: on ❑ Garage ❑ Commercial ❑ Other c , 2. Exterior Painting: ❑ X X 3. Signs or Billboards: ❑ New Sign El Existing Sign ❑ Repainting Existing Sign —' n—) 4. Structure: . ❑ Fence El wall ❑ Flagpole ❑Other M OD TYPE OR PRINT LEGIBLY: DATE //•08'OS xr i G7 ADDRESS OF PROPOSED WORK846 rlAIAJ 6W M.S'1 LGI &*ASSESSOR'S MAP NO. !S oe OWNER. '-T De. C—'JWaLA=J=►'CC ASSESSOR'S LOT NO. 07-3 HOME ADDRESS-P.O.AQX SZ&o .AVOW/ (A -91620 TELEPHONE NO. 9 FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way. (Attach additional sheet if necessary.) 'ME I< A-.TTAQ4ir D ` 7,41�1" AGENT OR CONTRACTOR _ /''IArZk Von TELEPHONE NO.'703•A36-lozg ADDRESS. -1-0+ LITTLE &hLE1'1' 1 ALX AIQ1>r-rA . VA 2 2 36 J DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done including materials to be u Please include locations of proposed signs. A yyt1r/,� )e,M/O!/A7"�0/� �h/D AOoI�'ld"( -d Tkr, X&AA— OF True Ab14SoC- /7A7 04o,,gci 1. CO:_c 6pi0lz a,vMfg6 S1amwy', GGoA2. iAzPNA�-T s4414fq Z RaO�S Wa�a S�ili1TF,�t3 Sr pE'1'i�- ?i2.At ACL 7a /yATLt! xK4Sf/4✓C f i Signed er aco t 11Ard GJ For Co / "Gu di UZ s Certificate is hereby Ap ove nied NOV 0 9 20 5 _ o mittee Members'S TOWN OF BARNSI ABLE HISTORIC PRESER ATIO1 — 33 �� es sex green Town of Barnstable Old King's Higbway Historic District Committee SPEC SHEET FOUNDATION ,elG& OZ t3L0Gk TA__MP_4C _4 dJ_QKC. _J7WAJM:Q 4JR/rir. slDnw TYPE GI✓DA,2 S j11A1Q:.4;,�S COLOR dA'rdt4L CHnMM TYPE 5xie-K- - COLOR ZX D M/1C !y1!Qjl4c�►[.•Q f� ROOF MATERIAL &.mar.yu/ dyR , PITCH ti Frk-JtS_ WINDOWS ALL m.GuAD W006 COLOR INu rt� SIZs ' TRIM COLOR_ DOORS Aw M . cLAr:o hones COLORS_W sMn"M s COLORS gsS, c-t Al GUTTERS AL U Kl0 u ftA COLORS_ w 44 Ifi� DECKS W bOD Li lm;ON& MATERIALS 1 rjMj 62Ch2t> GARAGE DOORS IIV OOD COLORS IA t N 1 Tt- SICYLIMTB ALUM LLA't> I&M,SIZE COLORS !N/�(IT� ems NotJE. COLORS FwCE Nol'lc COLOR UDIM will out eowletely. Seel MIJA , ors to be us". lour copies of this toss are spnlsad for submit l our aoplas Of the plot plan, laadsaaps plas and olwatics plans, %*an eNTOWHIST t .. :�` kaoSzt� Es � 9 n 704 Little 5t., Alexandna 'VA. 22301 ph. 202.25 1.3235 N.703.836.1028 mark@kaoszdesicjn.com www.kaoszdesign.com November 8, 2005 To: Town of Barnstable Planning Board K1ng'5 Highway Historic Commission 200 Main Street Hyannis, MA 02GO 508.8G2.4GG5 , pn From: Dr. Robert Truitt * Dr. Cynthia Mor55 Truitt D V PO Box 52GO Avon, CO 81 G20 NO V 0 9 2005 970.949.5799 TOWN OF BARNSTABLE HISTORIC PRESERVATION RE: Application for Certificate of Appropriateness Dear Board-Members: I, Mark Robert Yoo, owner and Principle Architect in the firm Ka05zde5ign, and on behalf of my clients Dr. Robert Truitt and Dr. Cynthia Mor55 Truitt, respectfully request that you grant a Certificate of Appropriateness for the proposed project located at 8GG Main Street, West Barnstable. The project in question 15 a small renovation and addition to an existing house that 15 located within the King'5 Highway Historic District. Our plan 15 to remove an existing garage located on the rear of the house (North 5ide, ref: picture #5) and extend the existing house out, making use of the existing footprint of the garage. The garage 15 of undetermined age and in a state of disrepair and decay (ref: Picture #4). We plan to add a small addition (approximately 150 Square feet) to the ea5t 51de of the�exi5ting house in the same location that the garage 15 to be removed. This addition will contain a larger bathroom for the house, a5 well a5 a walk-in clo5et. We also plan to add a new two car garage attached to the house via a small exterior stone patio breezeway. The garage's doors will face east allowing us to keep only windows facing south towards the street, and thus matching the existing house's windows (ref: Letter B, Sheet A-201). All materials Oat exist on the house are to be matched a5 closely a5 possible. Currently the house has both a cedar shingle roof (facing South towards the street) and asphalt 5hingle roofs (all others). We have continued with this design concept and kept all south facing roofs cedar 5hingle5 and all others asphalt 5hingle5. Our proposed asphalt 5hingle5 will be matched a5 closely a5 p0551121e to the existing 5hingle5. Wood 5hutter5 painted Essex Green have been added to the front of the house a5 part of a previously approved Application for Appropriateness. We r �� kaoSzdEsi +g n 704 Little 5t. Alexandna VA 22301 ph. 202.251.3235 fix. 703.836.1028 mark@kaoszde5iejn.com www.kao5zdesign.com will also add wood shutters to the South elevation-of our proposed garage to match the shutters on the house. They will be painted Essex Green. All other trim, wlndow5, and doors will be white, except of course for the cedar 5hing1e5 that will be left to weather naturally. We have included an Electrical Plan (ref: Sheet E- 101 ) to Show the locatlon5 and type of the exterior light fixtures. These flxture5 have been shown on the elevatlon5 of the proposed addition a5 well. They will be an " Onion " light that will match the exl5tln,3 " Onlon " llcght5 a5 closely a5 p0551121e. Every effort has been made to work with the ex15tlnCj style, geometry; proportion and material on our proposed addition de51gn. We hope that you will find It appropriate and see to grant our Certificate of Appropriateness. Thank you very.much. 5lncerel Mark K. Yoo, p ECEHE NO o0 9 2005 HISTORIC RESERVATION Pr m1OVED s - r , ��. . kaoSz � Esig n 704 little 5t. Alexandna VA 22301 ph. 202.25 1.3235 fx.. 703.83G.1028 mark@kaoszdesign.com www.kao5zcie5ign.com List of abutters within 100' of 866 Main Street, West Barnstable, MA 02668: Abutter#1: Property Map and Parcel#: 156—004 Book and Page#: 1319/557 Property Address: 842 MAIN ST./RTE 6A(W.BARN.) Owner. FURMAN, JACK J P O BOX 314 OSTERVILLE, MA 02655 Abutter#2: Property Map and Parcel#: 156—018 Book and Page#: 12006/ 141 Property Address: 10 SALT MEADOW LANE Owner. SPANO,THOMAS C&SUZANNE 10 SALT MEADOW LN W BARNSTABLE, MA 02668 Abutter#3: Property Map and Parcel#: 156-024-001 Book and Page#: 6021/264 Property Address: 886 MAIN ST./RTE 6A(W.BARN.) Owner. CLARKE, ALAN R&GLORIA M R01 p� . 886 MAIN ST Li W BARNSTABLE, MA 02668 Abutter#4: Property Map and Parcel#: 156-024-002 Book and Page#: 14061/ 103 Property Address: 30 GRANMAS WAY rrNOV � V E Owner: JACOBSON, JOHN P&JUDITH A 30 GRANMAS WAY 9 Z005 W BARNSTABLE, MA 02668 TOWN OF BARNSTABLE HISTORIC PRESERVATION ` " kaoSzdEsi � n 704 Little 5t. Alexandna VA 22301 - ph. 202.25 1.3235 fx. 703.834.1028 marka@kaoszdesign.com www.kaoszde5i,3n.com Abutter#5: Property Map and Parcel#:156-082 Book and Page#: 14505/278 Property Address: 881 MAIN ST./RTE 6A(W.BARN.) Owner. HAIGHT, SETH& ERIN 881 MAIN ST W BARNSTABLE, MA 02668 Abutter#6: Property Map and Parcel#: 156-029-001 Book and Page#: 10923/075 Property Address: 857 MAIN STJRTE 6A(W.BARN.) Owner. MURTAUGH, KATHLEEN A PO BOX 619 W BARNSTABLE, MA 02668 Abutter#7: Property Map and Parcel# 156-038 Book and Page#: 5100/ 157 D E C E Property Address: 0 SALT MEADOW LANE NOV O 9 1.005 Owner: GREER, WILLIAM 275 OCEAN ST TOWN OF BARNSTABLE HYANNIS, MA 02601 HISTORIC PRESERVATION ' Abutter#8: Property Map and Parcel#: 156-045. Book and Page#: 17319/294 Property Address: 39 SALT MEADOW LANE Owner. SOUZA, KAREN A 39 SALT MEADOW LANE a ROVED W BARNSTABLE, MA 02668 a • kaoSzdEsig n 704 little 5t. Alexandna VA 22301 ph. 202.25 1.3235 N. 703.836.1028 mark@kao5zde5ign.com www.kao5zde5icjn.com 1 ' Picture #I Front, (5E View) Elevation of exl5ting house. No TowN 0 9 �005 NiSToRi�FeAR N i Picture #2 Front, (Street, South) Elevation of exl5ting house. (Not 5howincg ex15t1nGg wood _ shutters, added later.) S' PROVED .. Little 5t. Alexandria VA 22301 •2.25 1.3235 fx. 703.83G.1028 Picture #3 CX15tinCj hOU5C. (View from Ir I I . i 1 Picture #4 Ea5t Elevation of Garaeje to be removed. 1 ' ..<^i �3• `lam '� 'w ,,. 1 %V" D i '' P .ip, / iA13 �iLtY - •s. :Y w a V E tat-F t'•fit h y� J � Y g _►. �.� .7 V�t� +x x '}:-,th�.'��a�������i txn�,��7�'��) G •r.T,•''� } t Ali • - kaoSzdEsig n 704 Little St. Alexandna VA 22301 ph. 202.25 1.3235 fix. 703.836.1028 mark@kao5zde5ign.com www.kao5zdc5i6jn.com Picture #7 Y Y. t ' Y y 1 �1,r,r,"�"'�'�'� �{ f�V it�L �S•�` 'y ,F rInj West Elevation of house. } ni.. _ Vim. w��. .._. . � .�yw�J�•'�..i1-yy'f'i�. t �Ker? Picture #8 ! �! Detail of Chimney Cap, and ex15t{nxj brick color and { \;�\ pattern ►,{ Al �t I T�VVN OF BARESERNS V ION Hew --i G PR of r Town of Barnstable — *Pe�r�m;t �Cp�-31 O,* Expirm 6 months from issue date Regulatory Services Fee gg�- -Z�-4� � >Aarrsrasu, , �165 �� Thomas F. Geiler,Director 9. � prFD MA'l M Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL, ONLY Not Vafid without Red X-Press Imprint Map/parcel Number , 6 Property Address �� Residential Value of Work -7 D D O Acnimum fee of$35. for work under$6000.00 Owner's Name&Address Contractor's Name G`� �/ T-E /��� Telephone Number �f Z —Z35 Home Improvement Contractor License#(if applicable) /_r 3 Construction Supervisor's License#(if applicable) �� 7 5 Z-- ❑Workman's Compensation Insurance -PRESS PERMIT Che I am a sole proprietor NOV- - 7 2.011- ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance , �W;, OF BARNSTASL Insurance Company Name Workman's.Comp. Policy# -opy of Insurance Compliance Certificate must accompany each permit 'ennit Request(check box) ,F.R C N r •D `Y, AW W f D£ V wf S TER. e-roof(stripping old shingles) All construction debris will be taken to _AgEg���� ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum .44)#of windows *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 copyT o e Improvement Contractors License& Construction Supervisors License is e GNATURE: WPMESTORMSIbuilding permit farms XPRESS.doc vised 070110 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigations 600 Washington Street Boston, MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Avylicant Information Please Print Legibly Name (Business�Organization/Individual):_ � � ��'1 Address: $0'� Z 1.5 City/State/Zip: � CG� Phone #: 1 g" ®� Are you an employer? Check the appropriate box: 1.❑.I am a employer with 4. D I am a general contractor and I Type of project(required): 2.A,employees(full and/or part-time).* have hired the sub-contractors 6. ElNew construction I am a sole proprietor or partner- listed on the attached sheet.a 7. ❑Remodeling ship and have no employees These sub-contractors have working for me in any capacity, employees and have workers' g' ❑Demolition [No workers'comp..insurance comp.insurance.# 9• ❑Building addition 3.❑ required.] 5. [� We are a corporation and its 10.D Electrical repairs or additions I am a homeowner doing all work officers have exercised their myself. 11.❑Plumbing repairs or additions y [No workers comp. right of exemption per MGL insurance required.]t c. 152, §1(4), and we have no 12•[]Roof repairs employees. [No workers' 13.❑ Other comp.insurance required.] t Homeowners who submit this affi 'Any applicant that checks box of e sec must also fill out the below showing their workers'compensation policy information• davit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my information. employees Below is the policy and job site 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$1,500.00 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby nde, e nd enalties nfperjury that the informati!Date., provided abov is true and correct Si ature: i 0 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#: �,HE Town of Barnstable ,ARNSUBLE. ; Regulatory Services YKASs Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA'0260I -www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usin A Builder as Owner of the subject l property hereby authorize to act on my behalf; in all matters relative to work authorized by this building pe=it 60 (Address of Job) Pool fences and alarms are the resonsibili f P tY o the applicant. Pools are not to be filled before fence is installed and pools are'not to be Utilized until all final iris ections p aWellotmedd accepted. Signature o Owner icant W �- Print Name Print Name Date i Q_FORM&OWNERPERNOSIONP00LS ; r 4 �THE>� Town of Barnstable Regulatory Services >a.+ss IE, Thomas F. Geiler,Director i639, ��� 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town �-l.', � state , A'�` '-zip code d 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 notpossess a=license;.provided that the owner acts as SLIPervisor. DEFINITION OF HOMEOWNER Persons)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 strpctiges. 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 BlAding Official.on a forin acceptable to the Built g Offibial,that he/she shall be responsible for ill such,worlc peiformed 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 inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official A 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 EXEMPTIONT'', c , . ';, { 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 Supervisor;);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 '` F 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:fonns:homeexemnt � '��assacnusctts - Dclru-tmcnt of Puhlic Safct� YJ ROMA of Buildin" Reg is antl Standards Construction S'd.pervisor License One-and Two- Family Dwellings License: CS 84792- GEORGE H WING •. ^ PO BOX 2151/129 1f2 POLPIS NANTUCKET, MA 02584 Y� Expiration:,2/21/2013 ('rnunisui"ii r Tr#: 16904 ✓!ze TOomvnzoot�uecz� a�-�aadac�zuaet/a '.; '; i _ Office of Consumer Affairs&Business Regulation i License or registration valid for individul use only 'HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:,0154033 Type: .. Office of Consumer Affairs and Business Regulation Expiration_ 2A/2013 Individual 10 Park Plaza-Suite 5170 -' Boston,MA 02116 GE R G E WING iTr;K-:� GEORGE.WING 129 1/2POLPIS RDe NANTUCKET, MA 0251 44.—:P: _-" Undersecretary ' • ok alid o t s gnat ro . t f .1 �01��1 �oFrftr tots Town of Barnstable *Permit# ti Regulatory Services F-Tires6rrr /r ronrissitedate ��� Fee 'VP rt ,619. �0 Thomas F. Geiler, Director Ar •`a 10 SE P Building Division TOWN OF BARNSTABLE Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstab le.ma.us Office: 508-862-403 8 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Fax: 508-790-6230 „•�/ ��� Nnt Vallrl rvhhorr!Red X-Press/mprint Map/parcel Number Property Address 41 ❑ Residential Value of Work 3CL-;)0 Minimum fee of$35.00 for work under$6000.00' Owner's Name & Address _�-� 7 Contractor's Named /Cu ��yy� —�r---�- Telephone Number Home Improvement Contractor License #(if applicable)_ //�� Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: I am 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 Request(check box) ❑ Re-roof(hurricane nailed) (stripping old shingles) All construction debris will be taken to ❑ Re-roof(hurricane nailed) (not stripping. Going over existing layers of roof) Re-side ❑ Replacement Windows/doors/sliders. U-Value #of.doors (maximum .35) # of windows *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 require SIGNATURE: QAWPFILESIF0RMSlbui1din ermit formslf_XPRESS.doc Revised 072110 The Cow-imoirwealth ofMassachtiselfs Departrnerct oflnditstrial Accidents O,fJice of Investigafions 600 Washhi fort Street g Bostort, :'('L4 02111 }F'rvw mass.golVdia ' -orkers' Campensation Insurance Affida,,t: Builders/Con.tr.-ictors/El:echzcians/Pl:umbers Applic.int Information Ple.-tse -int Le 'blti' Name (Btisiness/Orgm zationllr6vidnal): zit: Address: City/State/Zip: l q q4q' Phone #: Are you im employer?Check the approprin'te box.: Type of project(required). 1.El am a employer with 4. I am a general contractor and I employees(full and/orpart=tune). * have hired..the sub-contractors 6- .New constniction 2..❑ I am a sole proprietor orpartner- listed on.the attached sheet. 7_ ❑Remodeling ship.and have no employees These sub-contractors have g. E]Demolition working :for me in any capacity. employees and have workers' [No workers' comp.insurance comp_insurance..? 9- ❑.Building addition required] 5.t0 We are.a corporation.and.its 10.❑Electrical repairs or additions 3.❑ :I am a.homeommer doing all work afficers have exercised their i LE]Plumbing repairs or additions [myself. [No workers'comp. right of exemption per NE MI, 12.0 Roof repairs insurnnce.required.]T c. 152, §1(4), and.we have no employees. [No workers' 13..❑other comp.:insurance required.] •Any applicant the checks box#].must also fill out the section below sbawing their workers'conrpensa:tion policy inforncrtiao_ 7 Homeowners who submit this affidavit indicating'they are doing all'wor$and then hire outside contractors must submit.a uew affidavit indicating such. =C'anlraclors that cbeck this box inust attached an sdditional sheet showing the name of The sub-coutmc.tors sad state whether or not(hose entities-have employees. If the sub-contanctors:have employees,.they.must provide their workers'comp.polic)'number. I am nn eNtplo}er that is pror idirtg rtrorkers'.cor�rpertsalt"on irts�rmrr.ae for sot ettrpla�ees. Below is the policy and job site lnforNtalion, Insurance Company Name: Policy#or Self--ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(s:ho«ing the policy number and expu:rdon date). Failure to secure coverage as required under Section 25A of NMI,c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 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 D.IA for insurance coverage verification. I do hereby certify ten the pains a, -naltias of perjury t/lat the inforrrtation prodded above is trite and correct. SiEmature: Date: Phone#: O -C.-al else only. Do not.write in this area,to be completed by citt�or town officiat City-or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Ioiim Cleric 4. Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#, F Y9�a �4�2 �YIDL /ac9%lYl � `� 1�9a2 �2 ipnlnce �7 � �e Can- aba e. a� vY(y 12 Qe. ar B � � �1ad✓� �, , U�� te e, 58 �s- C�6a - 04 90 ✓�ie 'L�omntanuse¢� 4�„ivGctOdaefulQv,�� � � µ• 4. . .� _`":i-..:_ .a.7 Office of Consumer Affairs&Business Regulation; i License or registration valid for md►vidul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: (. ,,k I Office of Consumer Affairs and Business Regulation Registration-:,j15356 Expirat2n_ 2l_10%2012 Tr# 292942 10 Park Plaza-Suite 5170 i Boston,MA 02116 Type:ii4} APr vate C tpOration ; WILLIAM FARRINGTON BUILDING 8 REMOD WILLIAM FARRItVGTON? !:4� I, N 18DEWEYSANDWICH,MA 0256.3 sUndersecretary valid without signature f �• IVlassachusctts- Department of Public SafetN NORM& Beard of Buildinh Relaulations and Standards Construction Supervisor License License: CS 61665 Restricted to: 00 WILLIAM E FARRINGTON 18 DEWEY AVE 8-. NDWICH, MA 02563 Expiration: 7/1/2011 ('unmiissiune1. Tr#: 19776 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i Map 'Parcel 02.3 Application# Y7 Health Division GG Conservation Division z 1 Lo� 1,3-�NY5 Permit# Tax Collector Date Issued �A_ Treasurer I '� Application Fee 5 Planning Dept.7 Permit Fee S� Date Defi 2i e Phan L�g�xeved by Planning Board © Historic-OK ►`� Preservation/Hyannis - Project Street Address 8 6,r::> tl Al ty mr--��f' Village WCU vbi TEARNS+A FLU. 02F6�F3 OwnerT.,alP E>TT-tau ijt i cyrv}N iA NaLS j F- AbIress RD 'F nk SzEO ,A1lno;-Cy7 )16Z�� Telephone 9�1 D <�q .// q'1 Permit Request �f� 1� 6�d 2b� •� 2 �.�_c� �. r �-� �i.i '�J � s r Square feet: 1st floor:existing 20 60 proposed '7 40 2nd floor:existing ZZ proposed -:;-iL Tota new/�'71 Zoning District . Flood Plain t Jn Groundwater Overlay A P'n! Mu r. --C Project Valuation 4d& Construction Type Lot Size l• 8 Grandfathered: ❑Yes /YNo If yes,attach supporting documentation. ` cam; Dwelling Type: Single Family Two Family O Multi-Family(#units) N M Age of Existing Structure 13 u F—S Historic House: 9(Yes ❑No On Old King's Highway: Xes O No Basement Type: O Full i4crawl ❑Walkout Other�'k�S4. C,R.AVJ L P-9-0!2 S LA D" vr�j f% Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) i 2247 Number of Baths: Full:existing 2 new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing • ID new 9D 3 First Floor Room Count Heat Type and Fuel: - Gas ❑Oil Xlectric O Other Central Air: ❑Yes /$No Fireplaces: Existing New Existing wood/coal stove: ❑Yes O No Detached garage:O existing 3(new size 77 34`Pool:O existing ❑new size Barn:O existing 0 new size Attached garage:O existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization �( Appeal# moo Y: 0 6*_u 1h Recorded Commercial ❑Yes YNo If yes, site plan review# Current Use �-�S�U��1=} Ifi1 L.� r Proposed Use I BUILDER INFORMATION Name Telephone Number Address License# -�f of ��� O Z-S_ie'3 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lti�� G��Scr�C SIGNATURE DATE ��� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE V OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION : FIREPLACE ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS.. ROUGH FINAL FINAL BUILDING � � GdD- Ll.(/ � 674, DATE CLOSED OUT ASSOCIATION PLAN NO. L BOARD OF•BUI4DING REGULATIONS t License: CONSTRUCTION SUPERVISOR '.; Num6dj, CAS 061665 T` Birtlad�tg`t=07/._M/1962 i' xpires:;'O.T%01�2007 Tr.no: 15443 ill -3.x -• _ `=1 Restricted 00 Jf WII+J,JAM E FARRINGT N= J 18 DEWEY AVE';\ SANDWICH, MA Commissioner ; Bo� 0 Building Re' HOME 1 gulatids au `µ p ��tiuwln Regist-%-oVEMENT COA►TRACrO,: S .1153 6 R 9Xpratio.- 5 WI .Ype'' rival i LLIAM F :� �', r' e Corporatio WlL"A gRR,NG-TDN gV='('I. n r 18. EWE M FARR�NGT4j _D`ING&REII�Op S Y 417ENUE =YJ' gNpWICH MA 02563r'� DePutygdmiuistrator ~ COMMONWEALTH D*EPARTMEN-'OF PUBLIC SAFETY OF ONE ASHBORTON PLACE =i!uroeopoasessacarront MASSACHUSETTS BOSTON,MA 02108 %`-"sacl:�sattaSiateBullding lu ode Is cr•usd for revocation EXPIRATION DATE LICENSE or(r is Iiconsa. CONSTR. SUPERVISOR CAUTION 06/20/1995 FOR PROTECTION AGAINST RESTRICTIONS " ' "?� EFFECTIVE DATE LIC-NO. NONE THEFT, PUT RIGHT THUMB i o 06/30/1993 000346 PRINT IN APPROPRIATE JI X'STA NL EY ST P ET E R BOX ON LICENSE. Z-3691 MAIN SS is 031-01-3663 ! CBARNSTABLE .MA 02630 g' BLASTING OPERATORS MUST INCLUDE PHOTO. PHOTO(BLASTING OPR ONLY) EFFO.00 , 7 TYT } NOT VALIDUNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER _•._ DOB: 6/20/1919 THIS DOCUMENT MUST,'BE ._'•" CARRIED ON THE PERSOIIOF SIGN NAME IN FULL ABOVE SIGNATURE LINE THE HOLDER WHEN 9N• SIGNATURE OF LICENSEE OTHERS-RIGHT THUMB PRINT GAGEDIN THISOCCUPAT.ON. ' ONER �.. . ...r 1iOld�-SIN1W� " �t�ea�dx3 1 Val. uota • 1 IZB%%l � 6, 31 zO, .. 210i3ti'��hiJJ iN3�3(1 `.� r 4 Assessor's office(1st Floor): Assessor's map and lot number '/�(4 // c�THE>o Conservation(4th Floor): Board of Health(3rd floor): 1 DAU3TULZ S Sewage Permit number t _ rua Engineering Department(3rd floor):' House number ; o Uhl Definitive Plan`Approved by Planning Board 19 APPLICATIONS PROCESSEDif3:30-9:30'A.M.and 1:00-2:00 P.M.only f TOWN OF BARNSTABLE l , BUILDING ; INSPECTOR APPLICATION FOR PERMIT TO S�3n� ee6 —white cedar shingles s 'TYPE OF CONSTRUCTION d f 11/18/93 19 2_ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to1he following information: Location Route 6A West Barnstable, MA. 02668 4 6 1.4 Proposed Use NA Zoning E%trkt R F Fire District _oWest R a r n G t.a h 1 P Name of Owner Carolyn Drew Address Rt . 6A West Barnstable Name of Builder Stanley E. St . Peter Address Box 54 NBarnstable Name of Architect NA Address NA Number of Rooms NA Foundation NA Exterior Roofing White cedar Floors Interior Heating Plumbing Fireplace Approximate Cost 2 , 000. 00 NdArea Diagram of Lot and Building with Dimensions Fee W ,W OCCUPANCY PERMITS.REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construct'on. I/1/ /4-,? Ck W— ///-/, Name/ Construction Si ipervisor's License 000.3V,� DREW, CAROLYN No 36346 Permit For RESHINGLE ROOF Single Family Dwelling _ Location 866 Main Street, West Barnstable k Owner Carolyn Drew Type of Construction Frame Plot Lot Permit Granted November 19 , 19 93 Date of Inspection: Frame 19 Insulation 19 Fireplace 19 Date Completed ! 19 ' r w,Assessor's map and lot number .... :.�J a3.. /� p/ .�..!7. .... i trJ•'rJ� /"CJ�92, S 7M E Sewage Permit number�h�? ���r ,�..� ................ SEPTIC d VYoiS a�e��a °f 'i 33AUSTAMLE, i House number 866 e4LLE� Co���Lid� v MU& � ................................................:........ d..,p z639. 0 WITH TITLE � �Q MiR a�0 .TOWN OF BAR '�������E��E Y ! �. r . 1 BUILDING . INSPECTOR APPLICATION FOR PERMIT TO ..........Add...to—dw.e1.1.in............................................................................... TYPEOF CONSTRUCTION .............>..... .... .............. ................................................. ............................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..........866,.1!4iA..tZftt.....WQ'9.1.J.3 :=§.GabsA.................................................................................................. Proposed Use .......E$tr.a..uv7.X1g...1psaGe........................ ............... .............................................................................. ZoningDistrict .............RF......................................................Fire District ...... .........6.......................... Name of Owner ......Harold P ..•Drew...............................Address .............. ,Same as ab.ove..................................... •Name of Builder ......Stanley E. St. Peter ..Address ......3691 Main Street. Barnstable ..................... ............................................................... Nameof Architect ...................................................................Address .................................................................................... Number of Rooms 2 concrete. blocks .................................................................Foundation .............................................................................. Exterior Pine trim and white cedar shingleroofing ...........White cedar shingles .......................................................................... ...................................................................... wood drywall FloorsInterior .................................................................................... Heating . electr1c....................................................Plumbing . ......... ................ .................................................................................. Fireplace Approximate Cost ........1L�,0001,00 ..........4................................ Definitive Plan Approved by Planning Board -----------__________________19 Diagram of Lot and Building with Dimensions Fee �............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH As per attached drawing s I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ff� z -*. Nam 1 ...... . v i . .......... DREW, HAROLD M. 24424 ADDITION No ................. Permit for .................................... i Single Family Dwelling .................... ..................................................... Location 866 Main Street................................................................ West Barnstable ............................................................................... Harold M. Drew Owner .................................................................. Frame Type of Construction .......................................... ................................................................................ Plot,............................ Lot ................................ Permit Granted ......,September ., 0Aq 82 ......................... Date of Inspection ............................... ......19 Date Completed ................. ...........19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................. ......I......................................................... ................................................................................ ............................................................................... Approved ................................................ 19 ..........................;..............;..................................... ............................................................................... Assessors mop and lot number ............... . .. ...U0 ...... o&TNETo Sewage Permit number BARNSTA LE. i House nUmber ...................66........................ .........;....., 9� 00 p 039. `0 0 MAI a' TOWN OF BARN�STABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..........;Add ;to, dwel Ting ..... TYPE OF CONSTRUCTION 1l�od . . ..................................................................................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...........866 slain Street jTest Barnstable ........ .................................................................................................................. ............................... ProposedUse ........E.xtra„li .ina..sDace........................................ ............................................................................... Zoning District .........RF.. ... ....... ................................Fire District .......Ifest. Bat°nstable..................................... Harold N. Drew Same as above Nameof Owner ................... ............ .............................Address .............. ................................................................. Stanley E. St. Peter 36.91 Ila3n Street B�;rris tab l,e Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................... .. ...................Address .................................................................................... 2 concrete blocks Numberof Rooms .................................................................Foundation .............................................................................. Exterior pine. . ...trim. . ...and...white. . ...cedar ahingleRoofing .....,., :fhite cedar shingles .. . .... .... . .. ...... .... . .... ....... Floors wood ....Interior drywall ......................................................... ... ......... Heating el`....... � .................. .. 3.....................................................Plumbing Pp 149000.00 Fireplace .................................................................................A Approximate Cost ................................,...................................` I rb'� ��� •r Definitive Plan Approved by Planning Board -----------_------_-----------19_______ . Area ......�..................�.. Diagram of Lot and Building with Dimensions Fee. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH As per attached drawing I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / � 4VI ...................................................... DREW, HAROLD M. A=156-23 24-424 ADDITION No.................. Permit for .................................... Singl e Dwelling ............... ... ...................................................... Location .8.6.6....Main...Street.......................... ....... .. .. West Barnstable ............................................................................... Owner .......Harold....M...........Drew........................ .. ..... Type of Construction .....Frame ........................... .......... ................................................................................ Plot ............................ Lot ................................. September 3 82 Permit Granted .......................................9iq Date of Inspection ....................................19 Date Completed ................................ ......19 PERMIT REFUSED ...... ........ ............................ 19 ...... ................................................................... ................................................................................. ................. ...... .......... ............................................................................... Approved ....... ........................................ 19 ............................................................................... ............................................................................... n ,. .� The Commonwealth of*Massachusetts Department of Industrial Accidents Office of Investigations ' a 600 Washington Street Boston, AM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/Organization/Individual): Address: /r ��//�' City/State/Zip: j f_ ;z -40' oiK o Phone#:_6 0ef Are you an employer? Check the appropriate box: 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 iced the e led sheet s n 7. remodeling 2.� I am a sole proprietor or partner- listed on ship and have no employees These sub-contractors have 8: ❑ Demolition working for mein any capacity. workers' comp. insurance. g. ❑ Building addition [No workers' eomp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their ME] Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I I.[I 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 wbo submit this 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 an employer that is providing workerier�sation insurance for my employees. Below is the policy andjob site information. ry`` �a�/ Insurance Company Name: X;x/ Policy#or Self-ins.Lie. #: A�C ��y �s Expiration Date: ell Job Site Address:_ ��� ��� �S� City/State/Zip: �,-l< —� 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 S250.00 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 u the pains a !ties of perjury that the information provided above is true and correcit Signature: ��' Date: �Op�; ®� Phone#: �o 4 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/own Clerk 4.Electricai inspector 5.Plumbing Inspector 6. Other j Coutact 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 . 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 bean employer." MGL chapter 152,-§25C(6)also states that"every state or local licensing agency shall writhhold 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 permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license 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 u 617-727-7749 Revised 5-26-05 wvwr.mass.vov/dia ACORD CERTIFICATE OF LIABILITY INSURANCE CSR AB DATE(MM/DD/YYYY) FARRW50 05 09 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION GOLDMAN & ASSOCIATES INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FINANCIAL SERVICES INC. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 933 FALMOUTH RD. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HYANNIS MA 02601 Phone: 508-775-6010 Fax:508-790-0249 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: PENN-AMERICA INS. CO. INSURER B: THE HARTFORD. FARRINGTON BUILDING & INSURER C: REMODELING INC. 18 DEWEY AVE INSURER D: SANDWICH MA 02653 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE POLICYMM DEFFECYYD/ DATE MPOLICY MIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1000000 A ncom MERCIALGENERALLIABILITY PAC6492905 05/16/05 05/16/06 PREMISES(Eaoccurence) $50000 CLAIMS MADE X�OCCUR MED EXP(Any one person) $50 00 PERSONAL&ADV INJURY $1000000 GENERAL AGGREGATE $2000000 I GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $1000000 POLICY JEST LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ER B EMPLOYERS'LIABILITY 883X8811 05/16/05 05/16/06 E.L.EACH ACCIDENT $ 100000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYEE $100000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $5 0 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWNOFB SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL TOWN OF BARNSTABLE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 201 MAIN ST REPRESE IVES. HYANNIS MA 02601 AUTHOR ED P SENTATIV AMACORD 25(2001/08) ©ACORD CORPORATION 1988 I Transmittal Letter To: j',�)b{--i Cvtn)"hia )ruin' P.G • (fox. sz�o vim, Co �i�Zo j Attn: From: Stephen A. Wilson, P.E. Subject: 806 lz,,ti �4 69'& 6 A) iA Date: �la We are sending you ®Attached ❑Under Separate Cover The following documents: ❑Prints 0 Order of Conditions Variance Approval❑Recording Slip ❑Septic System Permit ❑Notice of Intent❑Other DATE QUANTITY DESCRIPTION These items are transmitted as checked below: ❑ For Your Use ❑ As Requested For Your Files ❑ For Review and Comment ❑ For Recording ❑ As Required Other: Additional Distribution IM. (G3/eK"- File No. 2oo5— OZ6-oo'� Baxter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,P Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TTansmittalLetter5.doc i I Bk 20461 Pj3134 79474 1 1-14-2005 of 08 = 08cx Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands �LF = WPA Form 5 - Order of Conditions SE3- 4445 �,01 j Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 .. And Chapter 237 of the Code of the Town of Barnstable A. General Information Important: When filling From: out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor- do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Robert Truitt Robert&Cynthia Truitt Name Name P.O. Box 5260 P.O. Box 5260 Mailing Address Mailing Address Avon CO 81620 Avon CO 81620 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 866 Main Street West Barnstable Street Address village 156 023 Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for: Barnstable 13470 054 County Book Page Certificate(if registered land) 3. Dates: i ,� OCT c.: j SEP 14, 2005 OCT 11, 2005 � 2 2005 �+ Date Notice of Intent Filed Date Public Hearing Closed Date.of..lssuance t�6�3 4. Final Approved Plans and Other Documents (attach additional plan references as needed): • C7 Wetland Permit Plan 9/02/05 Title I Date W � W Title Date C7 Z o Title Date 0 5. Final Plans and Documents Signed and Stamped by: v a� ;" 4 Stephen Wilson, PE Name H o 6. Total Fee: 'o I, $ 156 fQ t-- x (from Appendix B:Wetland Fee Transmittal Form) ! BWPAForm5.doc•rev.9121/05 Page 1 of 7 �`ao 0 5—o ,�� i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: '• STABWPA Form 5 - Order of Conditions SE3-4445 � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 i Provided by DEP And Chapter 237 of the Code of the Town of Barnstable j B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act! Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ® Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is:(check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This:Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications, or other'proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted:which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). D �General Conditions (only applicable to approved projects) O 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it'does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. i BWPAForrn5.doc•rev.921/05 Page 2 017 i I Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands ��� WPA Form 5 - Order of Conditions SE3-4445 v� a�l �0$ � � 6 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the' extended time period are set forth as a special condition in this Order. i 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. i 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MA DEP"] "File Number SE3-4445 " 10. Where the Department of Environmental Protection is requested to issue a;Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a,Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. D 12. The work shall conform to the plans and special conditions referenced in this order. O 13. Any change to the plans identified in Condition 412 above shall require the'applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. BWPAForm5.doc•rev.921/05 Page 3 of 7 i �n+e rq Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands STIQ� WPA Form 5 - Order of Conditions SE3-4445 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) I 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The;applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached i Findings as to municipal bylaw or ordinance Furthermore,the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Chapter 237 of the Code of the Town of Barnstable O Municipal Ordinance or Bylaw Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 237 of the Code of the Town of Barnstable Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. BW PAForm5.doc•rev.9/21/05 Page 4 of i SE3-4445 Truitt,Robert Approved Plan= September 2, 2005 Site Plan by Stephen Wilson,PE Special Conditions of Approval i I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpe 'tted structures, I requirement to re-landscape to original condition,inability to obtain a certificate of compliance,I and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance.. H. Prior to the start of work,the following conditions shall be satisfied: i 1. Within one month of receipt of this Order of Conditions and prior to the commencement,of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work. Q 3. General Condition 9 on (sign 3 g a e r O prequirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the strawbales and siltation fence must show in the foreground (or bottom of the photographs. III. The following additional conditions shall govern the project once work begins. 8. General conditions No. 12 and No. 13 (changes in plan)on page 3 shall be complied with. 9. General condition No. 17(maintaining sediment controls)on page 4 shall be complied with. ' p.4.1 i 10.0 The work limit shown on the approved plan shall be strictly observed. 11. There shall be no construction disturbance of the site beyond the work limit. 12. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 13. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution:a future Amended Order does not change the expiration date. 14. No CCA-treated material shall be used for the deck. 15. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof.-runoff. 16. The driveway shall be constructed of pervious material(gravel or shell)or alternate as approved by the Conservation Commission. 17. The old foundation(NW of the house)shall be abandoned and replanted 18. No area shall be left unvegetated for more than 30 days.All areas disturbed during cons"ction shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 19. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer(with 30-50%water insoluble nitrogen or `W.I.N') shall be applied. Over-fertilizing shall be avoided(not-to-exceed limit= 1 pound of nitrogen per 1,000 sq.ft.of lawn per application).Ensure that no fertilizer is spread on hard surfaces like driveways and sidewalks. ' Q 0 IV. After all work is completed,the following condition shall be promptly met: 20. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance,an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. p.4.2 i t„E Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands �1= WPA Form 5 - Order of Conditions SE3-4445 NAM.. r,�0� i Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: I I I This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions K from the date of issuance. i Date i This Order must be signed by a majority of the Conservation Commission.The;Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office(see Appendix A) an roperty owner(if differen r applicant). �>, " Signatu On �J Of O c"�d �c�O.S' Day Month and Year before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. . Notary Public My Commissiort Expires This Order is issued to the applicant as follows: ❑ by hand delivery on Date by certified mail, return receipt requested, on OCT 2 8 Z005 Print Name Signature Date BWPAFom5.doc•rev.9/21/05 Page 5 of I I Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands • WPA Form 5 - Order of Conditions SE3-4445 `0$ Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable C. Appeals The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not.contribute to the protection of,the interests identified in the Massachusetts Wetlands. Protection Act, (M.G.L.c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the,case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name'of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed,below. Barnstable Conservation Commission D O V. BWPAFomS.doc•rev.9/21/05 BARNSTABLE REGISTRY OF DEEDS Page 6 of 7 I_ i 1 How to Use This Table Floor framing length 1.Determine appropriate Floor Load. Span 1 Span 2 2.Find the Floor Framing Length that meets or exceeds the sum of Spans 1 and 2 for the supported floor joists.When floor joists are continuous span,span 1 or 2 cannot be less than 4096 of the Floor — Framing Length.If floor joists are simple span(not continuous over the beam),then the Floor i Framing Length may Len h be taken as 80%of Y us span 1 I span an 2. P P 3.Locate Column Spacing. 4.Select beam size and material. Also see General Notes on page 15. Coiumn Spacing Floor Girder Beams Floor Load Floor Framing Column Spacing (PSF) Length 8' 10' 12' 14' 16' 314"x 9Ya" LMIDUJ 31A"x 9Va" LJLJM 3V2"x 11Y4" 31h"x 14" 3V2"x 16" 24' ❑❑❑ 31h"x 9V2" ❑®❑ 3V2"x 117/b" ®❑❑ 5Y4"x 11v4" ❑®� 51/4"x 14" ®®E ❑❑❑ 3V2"x 111/4' ®❑❑ 5Ya"x 9116" 5Y4"x 117/b" ®❑❑ ❑❑❑ 3112"x 9Ya" ®®E 3Y2"x 11va" ®®E 3Y2"x 117/b []ME 31W x 14" ❑®E 31'2"x 16" ®®E 28' ❑❑❑ 5V4"x 9Va" ®®� 3V2"x 14" ®❑❑ 314"x 16" ®❑❑ 5Va"x 14" ®®M ❑❑❑ ❑❑❑ 5Ya"x 11Va" 5Y4"x 117/b" ❑00 ❑❑❑ 31,V x 9Va" 3V2"x 11va" 31h"x 117/b" ❑❑� 31h"x 14" 3Y2"x 16" ❑MM 30' ❑❑❑ 5Va"x 9Ya" 3V2"x 14" 3Y2"x 16" ®❑❑ 51/4"x 14" ❑®� ❑❑❑ ❑❑❑ 5Va"x 11Y4" ®®M 5Y4"x 117/b" ❑❑M 51/4"x 16" ®❑❑ 3V2"x 9Va" ®®® 3V2"x 111W' 3V2"x 14" ®®E 3Y2"x 14" ❑❑o 3V2"x 16"(3) ❑❑� 40LL+120L 32' ❑❑❑ 5Ya"x 9Ya" 5Ya"-x 11Y4" ®®� 3V2"x 16" ®�❑ 3Y2"x 18"(3) ❑®❑ ❑❑❑ ❑❑❑ ❑❑❑ 5Va"x 14" .®®❑ 5V4"x 14".. ❑®� 3Y2"x 9Ya" ®®® 3V2"x 11Ya" ®®E 3Y2"x 14" ®ME 31h"x 16" 31h"x 16'(3) ❑❑� 34' ❑❑❑ 5Ya"x 9Va" 5Va"x 11Va" ®®M 5Va"x 14" 3V2"x 18"(3) ❑®❑ ❑❑❑ 5Ya"x 9V2" ®❑❑ ❑❑❑ ❑❑❑ 5Va"x 14" [:]ME 3V2"x 9Va'j 3W'x 111/4" ®®� 3V2 x 14" ®®E 3V2"x 16" 33h"x 1W(3) []ME 36' ❑❑❑ 5Ya"x 9V4" ❑®� 5Ya"x 11 Va" ❑®� 5Ya"x 14" 5Va"x 14" ❑❑M ❑❑❑ ❑❑❑ 5Ya"x 117ib ®❑❑ ❑❑❑ 5Va"x 16" ®®❑ 3V2"x 9Ya" ®®0 3V2"x 11va" ❑MM 31/2"x 14" ®®M 3V2"x 16V) 3V2"x 18"(3) ❑MM 40' ❑❑❑ 3Y2"x 117/b" ®❑❑ 5Ya"x 11Ya" ❑❑� 5Va"x 14" 5Ya"x 16" ®®� 5va"x 9Vz" 5Ya"x 11�/b" 7"x 14" 3V2"x 9Ya" 3V2"x 9V4" a" 3v2"x 14" 3Y2"x 16" 24' ❑❑❑ 3Y2"x 91W P ® 3V2"x 117A 1 5Y4"x 11Ya" ❑❑E 5V4"x 14" ®®E ❑❑❑ 3Y2"x 111/4 ®❑ a x 1 va" 5Y4"x 117/b" ®®❑ ❑❑❑ 3V2"x 9Ya" ®©21 3v2"x 11V4" ® Y2"x 117/b" ❑❑� 3V2"x 14" ❑❑� 3v2"x 16"(3) ❑❑E 28' ❑❑❑ 5Va"x 9Va" ® 2 3Vz"x 14" ®®❑ 314"x 16" ®®❑ 31A"x 18"l31 ❑®❑ ❑❑❑ ❑❑❑ 5Ya"x 11Y4" ®®� 5Y4"x 117/b" ❑®� 5Ya"x 14" ❑MM 31,2"x 9Y4" 3V2"x 11V4" ®®� 31h"x 14" 3Y2"x 14" ❑❑M 3V2"x 16'l3) ❑❑M 30' ❑❑❑ 5Ya"x 91/4" 5va"x 111/4 ®®� 31h"x 16" ®®❑ 3V2"x 1813) ❑®❑ ❑❑❑ ❑❑❑ ❑❑❑ 5V4"x 14" ®®❑. 5va"x 14" [:]ME 3V2"x 9Ya" 3V2"x 111/4" 31A"x 14" 3V2"x 16"0l ®®0 31W x 18.0) ❑®� 40LL+20DL 32' ❑❑❑ 5Va"x 9Va" ❑MM 5Ya"x 11Ya" ®®� 5Y4"x 14" 5Ya"x 14" ❑❑� ❑❑❑ 5Va"x 91h" ®❑❑ ❑❑❑ ❑❑❑ 5Va"x 16" ®®❑ 3V2"x 9Ya" 31h"x 11Y4" [R]ME 3V2"x 14" ®®M 3V2"x 16"(3) ®®� 31W x 18'C3) ❑®� 34' ❑❑❑ 5Va"x 9V4" 5Va"x 11Ya" ❑®E 5Ya"x 14" 5Ya"x 16" ®®� ❑❑❑ 5va"x 9V2" ®❑❑ 5V4"x 117/a" .®❑❑ ❑❑❑ 7"x 14" ❑❑� 3Y2"x 9va" ®®® 3V2"x 111/4" 3V2"x 14"(3) ®®E 3V2"x 16"01 ❑❑� 31h"x 18"01 ❑❑� 36' ❑❑❑ 3V2"x 117/b" ®®❑ 5Ya"x 11va" [:]ME 3V2"x 18"p) ❑®❑ 3V2"x 20"0) ❑®❑ ❑❑❑ 5Ya"x 91/4" 5Ya"x 117/b" 5Ya"x 14" ®®� 5Va"x 16" ®®� 3V2"x 9Y2" ❑❑� 3Y2"x 117/b" ❑❑� 3Y2"x 14"0),[]❑❑❑M 31'2"x 16"(3) 3V2"x 18"(3) ❑❑� i 40' 31h"x 11Ya" ®®❑ 3Y2"x 14" ®®❑ 3V2"x 16"(3).®M❑ 3V2"x 18"(3) ❑®❑ 31h"x 20"0) [-]MO 5Ya"x 9Ya" �Q� 5Ya"x Th" n❑P1 5Ya"x 11ya" []❑R 5Va"x 14" 5Ya"x 16" 1.7E TimberStrand®LSL ®1.9E Microllam®LVL 2.0E Parallam®PSL 14 Trus Joist•Beam,Header,and Column Specifier's Guide 2015.October 2005 I How to Use This Table 1.verify that floor loading of 40 psf live load and 12 psf dead load is adequate. _ — 2.Determine appropriate Load and House Width. - 3.Locate Rough Opening. 4.Select header size and material. Also see General Notes on page 13. ki Rough openin Yz HouSe width 9 maximum HouSe width Headers Supporting Floor and Roof Load House Rough Opening (PSF) Width 8' 9'-3" 1 10' 1 12' 1Y4"x 11Y4" MOM 1V4"x 117ib"(3)UIDE 1V4"x, JOE 31h"x 11V4" MLJM 24' 3V2"x 9V4" BMW 31h"x 9V4" EON 311/2"x 9V2" EMU 3V2"x 117.b" EON Roof Load MOM ❑M 3Y2"x 11V4" ©❑M 5Va"x 11Ya" EDE 20LL+150L 1Y4"x 111/4" 0❑M 13/4"x W'D) 0®E 1Y4"x 14.0) Q❑N 314"x 14" EMU 30' 1V4"x 117A"(3)MON 3V2"x Th" EMU 314"x 111/4" EON 5Y4"x 11Y4" MOM Floor Load 31h"x 9Y4" Q®Q 31h"x 11Y4".0❑N 51/4"x 9V4" ©ON _ M❑M 40LL+120L 1V4"x 117A"(3)UON 1Y4"x 14"(3) ©❑M 314"x 11Y4" MOW 314"x 14'(3) Qm0 36' 1V4"x 14"(3) EOM 3V2"x 111/4" EMU 5Y4"x 9Y4" MON 5Y4"x 11V4" EMU Non-Snow 31/2"x 9V4" HOW 5Y4"x 9Ya" EMU 5Y4"x 9Y4" MON 5Y4"x 117ib" 0❑N Area 1V4"x 11Y4"P)©®■ 1V4"x 14"(3) EME 1Y4"x 14"(3) 0®E 3Y2"x 117W EOM 125% 0®0 MINN0®0 0❑■ 24' 3Y2"x 9Ya" 3Yz"x 9Ya" 3V2"x 11Va" 3Vz"x 14" Roof Load ❑M 314"x 914" 0❑M 5Y4"x 9Y4" EMU 5Y4"x 11Y4" EMU 20LL+20DL 1Y4"x 117ib"(3)0❑M 1V4"x 14"(3) 0®E 31h"x 11Y4" BMW 3vi"x 14" BMW 30' 1Y4"x 14"(3) MOM 3V2"x 91h" M❑Q 5Y4"x 9V4" EMU 5V4"x 111/4" plan Floor Load 3V2"x 9Y4" EON 31h"x 11Y4" ©OE 51/4"x 9V2" 0❑E MEIN 40LL+12DL 1Ya"x 14"(3) ©❑! 3V2"x 11Y4" Ulan 3V2"x 11Y4" EMU 3V2"x 14.0) Elan 36' 3V2"x 9Y4" plan 5Y4"x 9Ya" HOW 31h"x 117ib" ©❑E 5V4"x 11 V4" ❑0 5Y4"x_91,V 5Va"x 117ib" 1Y4"x 11V4"(3) 1Y4"x 14.0) 1Y4"x 14"(3) 3V2"x 117A" 24' 3V2"x 9V4" EON 3V2"x 9Ya" EMU 3V2"x 11 V4" BMW 30"x 14" 0❑N Roof Load MOM 3V2"x 91/2" ©❑N 5Y4"x 9Y4" ©lap 5V4"x 11Ya" BMW 25LL+15DL 13/V;x 117A'(3)0❑E 1V4"x 14"(3) Q❑Nf 31W x 11V4" NOW 31/2"x 14" BOB 30' 1Y4"x 14"(3) MOM 31h"x 91h" M❑Q 5Y4"x 91/4" AMU 5V4"x 11Y4" EMU Floor Load 3V2"x 9Y4" _Q®Q 3Vi"x 11V4" EDE 5Y4"x 9Yz" ©❑E 1:10 40LL+120L 1Y4"x 14"(3) UOM 31A"x 11Y4" ©ON 3V2"x 11V4" NOW 3V2"x 14'(3) BOB 36' 31/2"x 9Y4" 0®0 5Y4"x 9Y4" EMU 31h"x 117.b" ©❑E 5Y4"x 11Y4' M❑Q 01:10 MOM 5Y4"x 9V2" M❑p 5Y4"x 117A" EME 1Y4"x 11V4" 0❑N 1Y4"x 14"(3) EDE 1V4"x 14"(3) 0❑■ 3112"x 117ib" MOM 24' 1Y4"x 14"(3) MOM 3V2"x 9Va" MOM 3V2"x 11Y4" MOM 31/2"x 14" EON Roof Load 30"x 9V4" EMU 3Y2"x 11Y4" ©❑M 5Y4"x 9Y4" BMW 5Ya"x 11Ya" ©®Q Snow 30LL+15DL 1V4"x 14"(3) EME 31h"x 11Y4" Belo 3Y2"x 11Y4" EMU 31h"x 14" EMU Area 30, 316"x 9V4" BMW 5V4"x 9Ya" EMU 5Y4"x 04" ❑Q 5Y4"x 11Y4" MOW 115% Floor Load MOM ❑M 5Y4"x 9V2" MOM 51V4"x 117A" ©❑N 40LL+12DL 1V4"x 14"(3) 0❑M 3Y2"x 11V4" BMW 3V2"x 11V4" ❑Q 3V2"x 14'(3) MOQ 36' 31-2"x 9V4" MON 5V4"x 9V4" EMU 31/2"x 117,b" EME 3Y2"x 16"(3) UMN 3Y2"x 9V2" 0❑E 5Y4"x 9V2" 0❑M 5Y4"x 11Y4" UME 5Y4"x 117ib" ,E©Q 1V4"x 117ib"(3)0❑0 1V4"x 14"(3) 0❑■ 3V2"x 11Y4" EON 314"x 14" EMU 24' 1V4"x 14"(3) Mel. 3V2"x 11Y4" EON SY4"x 91V4" EMU 5V4"x 111/4" Non Roof Load 3Y2"x 9Y4" EON 5V4"x 9Y4" E"14"(3) 5Ya"x 11�ib" 0❑� 40LL+1SOL 1Y4"x 14"(3) 0❑M 3Y2"x 11Y4" 03Y2"x 14.0) AMU 30' 3Y2"x 9Ya" E®0 5Va"x 9Ya" E33h"x 16" ©❑N oor Load 3V2"x Th" 0❑E 5Ya"x 9V2" Q 5Y4"x 117A" M®p 40LL+12DL 3Y2"x 11V4" Ulna 3V2"x 11V4" E 31h"x 16'f3) EMU 36' 5V4"x 9Y4" Ulan 3V2"x 117ib"(3)HOE 5V4"x 11Va" BMW 5Ya"x 14" HOW Mn■ 5V4"x 9V2" M❑0 EnE 7"x 11V4" M❑Q ®1.7E TimberStrand®LSL ®1.9E Microllam®LVL 0 2.0E Parallam®PSL 12 Trus Joist•Beam,Header,and Column Specifier's Guide 2015.October 2005 f 4 Floor Span Tables 2 �L�xz otl�2 � Trus Joist•TJI9 Joist Specifier's Guide 2025•March 2004 Not all products are available In all L/480 Live Load Deflection markets.Contact your Trus Joist 40 PS 10 PSF Dead Load 40 PSF Lke4AW/20 PSF Dead Load i representative for information. Depth TJI® 12"O.C.L 1 " 19.2"o.c. 24"o.c. 12"o.c. 16"O.Q 19.2"o.c. 24"O.C. I 1 16'-5' 15'-0' 14'-2' 13'-2' 16'S' - 13' 11' 12'-5' 1 L� 13/a' 9W 210 17'-3' 9' 14'-10' 13'-10' 17'-3' -9' 14'-10" 13'-8' 1 230 17'-8' 16'-2' 15'-3' 14'-2' 17'-8' 16'-2' 15'-3' 14'-2' 1 13/a" "' I 110 19'6' 17' 10' 16'-10' 15'S'h) 19'6' 17'-3' 15'8' 14'-0'(1) i 210 20'-6' 18'-8' 17'-8' 16'-5" 20'-6' 18'-8' 17'-3' 15'-511) ? 9W 11W 230 21'-0' 19'-2' 18'-1' 16'-10' 21'-0' 19'-2' 18'-l' 16'-3T) I 117/e" 360 22'-11 20'-1 i' 19'-8' 18'-4' 22'-11' 20'-11' 19'-8' 'I T-10'(1) 14' 560 26'-l' 23'-8' 22'-4' 20'-9' 26'-l' 23'-8' 22'-4' 20'40) 1 110 22'-2' 20'-3' 18'-9' 16'-911) 21'-8' 18'-9' 'IT-1'l1) 14'-711) ' i 210 23'-3' 21'-3' 20'-0' 18'411) 23'-3' 20'-7' 18'-9'l1) 16'-2'(1) TJI6110 joists 14" 230 23'-10' 21'-9' 20'-6' 19'-1' 23'-10' 21'-8' 19'-9' 17'AT) 360 26'-0' 23'-8' 22'-4' 20'40) 26'-0' 23'-8' 22'40) 1IT-1011) i i 560 29'-6' 26'-10' 25'-4' 23'-6' 29W 26'-f0" 25'411) 20'-11'(1) 210 25'-9' 23'-6' 22'-011) 19'-511) 25'-5' 22'40) 20'-111) i6'-211) 1 �{ r 21,6 ! 16" 230 26'-5' 24'-1' 22'-9' 20'-711) 26'-5" 23'-2' 21'-211) 17'-111) 4 360 28'4 26'-3' 24'-811) 21'-511) 28'-9" 26'-3.0) 22'4.0) 17'-10.0) ' 13/a" r"I 1 560 32'-8' 29'-8' 28'-0' 25'2'h) 32W 29'-8" 26'-3T) 20'-11T) l F_ 9W U360 Live Load Deflection (Minimum Criteria per Code) 117/e, 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load/20 PSF Dead Load 14. I. Depth TJI® 16" ` 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 110 18'-2' 16'-7' 15'-3' 13'-8' 17'-8' 15'-3' 13'-11" 12'-5' V I 9W 210 19'-1' 17'-5' 16'f' 15'-0' 19'-1' 16'-9' 15'-4' 13'-8' 230 19'-T 17'-11' 16'-1 1' 15'-9' 19'-7' 17'-8' 16'-1' 14'-5' I TO 210 joists ; 110 21'-7' 18'-11' 17'-3' 15'-511) 191-11, 17'-3' 15'-8' 14'-011) ' 210 22'-8' 20'-8' 18'-11' 16'-10' 21'-10' 18'-11' 17'-3' 15'-511) 1 11W 230 23'-3' 21'-3' 19'-11, 17'-9' 23'-0" 19'-11' 18'-2' i6'-311) ; 1 25�6' 360 25'-4' 23'-2' 21'-10' 20'-411) 25'-4" 232" 21'-f0"Irl V-1011) 560 28'-10' 26'-3' 24'-9' 23'-0' 28'40" 26'-3" 24'-9" 20'-11T) " 110 23'-9' 20'-6' 18'-9' i6'-911) 21'-8' 18'-9' 'IT-1'h) 14'-711) 13/a" 11 210 25'-8' 22'-6' 20'-T 18'40) 23'-9' 20'-7' 18'-910) 16'-211) ' 14" 230 26'4' 23'4 21'-8' 19'4.0) 25'-0" 21'-8' 19'4 17'1'0) 1 117/el 360 28'-9" 26'-3' 24'40) 21'-511) 28%9" 26'-3"nl 22'40) 17'-1011) i 14" 560 32'-8' 29'-9' 28'-0' 25'-211> 321-r 29'-9" W-3911i 20'-1 IT) 16" 210 27'-10' 24'-1' 22'40) 19'-511) 25'-5' 22'40) WIT) 16'-211) i f✓ 16" 230 29'-2' 25'-5' 23'-2' 20'-711) 25'-9" 23'-2' 21'-2111 17'111) 360 31'-10' 29'-0' 26'-10'(1) 21'-5111 1 31'40" 26'40°lrl 22'-4'(1) 17'-10'l1) 1 TJI®230 joists 560 36'-1' 32'-11' 31'40) 25'-2111 1 36'-l" 31Will 26'-311) 20'-1111) `. Long term deflection under dead load,which includes the effect of creep,has not been considered.Bold italic spans reflect initial dead load deflection exceeding 0.33'. (1)Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is 1 25W less than 50'and the span on either side of the intermediate bearing is greater than the following spans. L i 40 PSF live Load/10 PSF Dead Load 40 PSF Live Load/20 PSF Dead Load 13/a" r1 Tile12"o.c. 16"o.c. 19.2"o.c. 24"o.c. 12"o.c. 16"o.c. 19.2"o.c. 24"a.c. i F_ 117/e,, i 110 N.A. N.A. N.A. 15'-4' N.A. N.A. 16'-0' 12'-9' a/8 14" i 210 N.A. N.A. 21'4' 17'-0' N.A. 21'4' 17'9' 14'-2' 16" 230 N.A. N.A. N.A. 19'-2' N.A. N.A. 19'-11' 15'-11' 360 N.A. N.A. 24'-5' 19'-6' N.A. 24'-5' 20'-4' 16'-3' ' IJ 560 N.A. N.A. 29'-10' 23'-10' N.A. 29'-10' 24'-10' 19'-10' TJI®360 joists How to Use These Tables General Notes 1. Determine the appropriate live load deflection Tables are based on: L� I 31W criteria. -Uniform loads. 2. Identify the live and dead load condition. -More restrictive of simple or continuous span. 13/e, -r7 3. Select on-center spacing. -Clear distance between supports(1Va'minimum T— 4. Scan down the column until you meet or exceed the end bearing). span of your application. Assumed composite action with a single layer of 24' 7A6„ 14 5. Select TJI®joist and depth. on-center span-rated,glue-nailed floor panels for 16 deflection only.Spans shall be reduced 6"when LJ floor panels are nailed only. Live load deflection is not the only factor that affects how a floor will perform. Spans generated from Trus Joist software may TO 560 joists To more accurately predict floor performance, exceed the spans shown in these tables because • - use our TJ-Pro'"Rating system. software reflects actual design conditions. • For loading conditions not shown,refer to software or to load tables on page 15. 7�l l�'r L� � , ,OoN� �rw�� �� . PENTAMATION - PERMITS MANAGER oFIME, ti The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services P�FOMA�� Building Division ` 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice p Type of Inspection Location N/A / A/ s Permit Number / ,Owner Builder A4'r U' One notice to remain on job site, one notice on file in Building Department. The following items need correcting: o�, g�e M o ✓-e' G✓/7// _:r AIs rrZ, T,' a h/ 0le Ve- SI G Al 4/_!� a F �L 'ec' i'R 'rA I -�r& 5/ r,g- i I-1 r9 ti c-e/z s A r ! ')'5 r'e tf add XP F T 'e 2 s 0/� \e T o P 19 Al Please call: 508-862-4038 for re-inspection. Inspected by Date ��0 a TOWN OF BARNSTABLE _ DEPARTMENT OF HEALTH SAFETY AND `ENVIRONMENTAL SERVICES BUILDING DIVISION S TOP W0�7K THIS STRUCTURE AND/O'R PREMISES HAS BEEN ,=INSPECTED AND THE FOLLOWING: JOLATIONS OFTHE BUILDING C-ODEAND/OR ZONING - QRDINANCE:HAVE BEEN FOUND. - 2 G-Y W.- )- - 3) �o�if'l�T f00.2 SsTe•�. l� 'Ms r 0 ._ r- YOU ARE HEREBY NOTIFIED THAT NOrADD,ITIjON,AL WORSALL BE UNDERTAKEN_, UPON THESE PZElVIISES, OR THE PREMISES " OCCUPIED SUN IL THE A�BO; -v,IOLA IONS — :� -: — -- - ARECO RRECTED: T ANY PERSON REMyO'V`IN`G"` E'" 'IHrt"'iJT PROPERAUTHORIZATION SHALL BE LIABLE TO A FINE OFNOT LESS THAN FIFTY, NOR 1VIORE THAN ONE HUNDRED DOLLARS.: . Address ,. r - Date - _ A - Buldirig;Comm ssoner nt • Designed For. Equipme This is original design and must not be released orcopied unless ./ fee or deposit-has been paid or order placed. and T Address ` ���'-�'� he Purchaser understands that an order has been placed and anychanges in • ® - measurements or appliances MUST be approved by Kitchen Creations. Specifications o City. � T-� Stater Zip., Approved By. Date: Range 70 Center Street Hyannis, MA 0266i "' ' G I Cook Top Ph: (508) 775-5311 Fax: '(508) 775-5399 Designed By a �•'>' Scale: thr` ` All measurements are finish measurements unless otherwise noted. o 40 Cook Top Microwave r , a Hood 'J."' Ct,+^c.. ...arn. 3b.' ,--:.. _ �.�. - - `• .c= ',:. ^$+�'<'-sue_ K -.e a�•�.� ,;��-.. _ ._. : .€v- .,"- '. -' .:.,,: c� � x '-i fix. re. - Compactor .� t•1 ,r --7�J -- Dishwasher Refrig i . i::t,s� .- 'C`o✓8 � — —— — — — — — ;5 Wine Storage -- r I , Ice Maker t f' � Sink Sink 1:.r Soffit ' •+- -�.� arm rawer W ing.D Glass Base Cab Toe Space 0 : _ 7 6 1 `, a• Flooring Material �(' :": ::;�-- ;- � I• lip�; y' Tj Hood Venting — r= - ' _ .i9t??i �'�;? I !� Appliance Panels Under Cab - ---....__ _—. - - —•--- - - - _ - - -- .. ._ v=- Lights Casings vi j < •+ Counter Tops f v Faucet Backsplash j,. . Ceiling Hgt. J. DATE PA © � r 3 1 - NJKIBA\ 101, a/d ABBREVIATIONS SITE PLAN CONSULTANTS SHEET INDEX SEAL LDrtoF ABEREUATEH9 /t ® Ar NATL NA1EmN.16, \ a WETLAND ENGINEER SITE, .�,],;•E/,VT. AA: AIR CpIGrgNIMO NAZI AUEWIN \,' " C-1 Existing Conditions Plano�E'�%'�� � ABV AMDM LIO NEOIGNECABIEI ` 'y 4 ENSR INTERNATIONAL AFF ABOVE FNIBNm iL00FL NeGI NECMANIrAi / /;l�+�. \\ ALT ALTERNATE NFR NANUFALTIRER(9) , AWN N.WINw YN NINIYw y SAM'HAINES C-2 Wetlands Permit Plan .RG AaaIDErn YLRC NLRCEu,weals :--.✓.' , ° '"B0Nn0PE1N0 95 STATE RD 60BRD a AOBD�D � ^N ° � , J-581 Surface Sewage Disposal System ELao BNaDNa ...,.-.,..�.. �`" "' SAGAMORE BEACH,MA02562 BLD0 Buaova NIC �orNCONTRACT D. r :+. J \ •• 508.888.3900 866 Main Street ��'� �!LI_ •�' 1 'Ll v� BLNO BLOCwNO xON ONNM �]: EN. BEAN MB NOTro 6CALE�! ��•-�'Ja. Lu BaRR E,aawRR°POD CC aNOE R ARCHITECTURAL C v!^ :r A °a Nr °B eE�T w °oPPu DE,ER ` '=„ SURVEYOR ' ETN BOTrw awl ovD91re NNO :\ G-001 Site Plan ti4 rli CAST o"x'NET P0D PAp1C�8°`RD ' BAXTER,NYE 8L HOLMGREN F C, CONf ,DNr R PIAre /:V��-y" " ,_ ' i CLO =-G PAY PLAB C ANlure o� , s .,"'.� } D-101 Existing Conditions Removal Plan CN mHGreleNAsoNRruxT PLWG PLrAom ,,,,, ., JOHN R.ELLIS,P.L.S. 9 �L DDT'^ a` PPM16 mu;;�_ �`��; �' >,`m;•` '; a12 MAIN sT. A-003 Materials and Specifications DATE CONC CONCRETE PROP PRaPFRTY / ?.^:•• .. wXr ooXnNww PSF PDUNOBPEREwAREFOOr i,^,t. "C), •CaDDTsEu T. oOCUoF3wNINME TI sENR;n oLrE aoOrTI r DoPOWuUANRNRDnSrn I EER SQR INC L , ; '_• . ,'/_ -/ OSTERVILLE,MA 02655 P PN A-004 Schedules and Tables PC . . 9131 'END DEIOLM CENVL`w A-101 1st Floor PlanCUTa 4/6/2006 DIN DwExrON r Plan OL DEAD LOAD R RISER ( ' RD R AN = ' _� :~'<. _ ��,; `� SMAKE DETECTOR n120 n °W° °PNMPOREC' I �'" r: � -� 08-18-05 PRLIM. BID DWR OMWER REF REFAFNCE REIxFREDD REIxFaRGNo C.•` ..Ai. �-�' / uth Elevations F�.I EE ANSADN Ja1Nr RPA ROE-HA HAND E° .. N:ti \' .rl l: : "" ' s.,. .. EL ELEVATw RN R,OMwwD(ED, _ j 11-07-05 Historic Submission ELEO eLEa,R,cAL RN RaDN '' - _ Y,r. .-• ',:�'- fj, �;� st Elevations R °"°`IE"* ;~ ��� �`la -'�'' BARN TABLE BUILDING DE T.A-2v I n 01-17-06 Bid Set C81I. �. � . ' afo s Garage SECTION A-204 Buildin Sections 04-06-06 Permit Set FF FINIBXm FlAOR .y / RN FI„Ia �: B° \`�•�'- " f���-���y"� FIRE DEPARTMENT 0 Wall Details FOOT _., d Trellis Details FP FROST PROOF 9PEL9 BPEGFIGTRNI IB, a (N0, � FOOT BOTH SIGNATURES ARE REQUIRE ti ow and Door Details UDA Cr GFI-CDNTRACT RILL, 6IL BI�EEL` •,• •,, \ •'"•�,^^�•• ,� ERDC 9RUCTl£.9RUCTRAL � 6% '., IMPORTANT - UPG p - 2 Interior Window and Door Details a o DYP OD O]R8IW ORWJNL BOARD T TREAD S Z �KMQnd Chimney Details NB 106E EEB TEL TELEPXONE .�\• n NC NtlIOwOGRE TIN TIIIX ME991 - J \ N E RDuowDaREWaooDaw ro -CA � -'�/>• STATE BUILDING CODE REQUIRE *4600oWwd P61Details MDWE HARDWARE TW TYPICN. XN NouowNL w0 VAPDRBARRIER SMOKE DETECTORS FOR THEE TIRE DWELLING WHEN 5 9 n NDR�XTK -CAL_ EXISTING CONDITIONS ONE OR MORE SLEEPING AREAS E " I'nNAc .ilE lT01RUVq.vENruwroNeAn coNDRIOxI NN �N NWX N°]WATT MFAIFA w VEM wve vNnnE � Yal Plan House 704 Little Street IN, __`D0N"° "R wN TMPUR00F T1DTE: A SEPARATE PERMIT IS R� E t*,0I Plans Garage Alexandria, VA 22301 N N9ULM,ox Nr ^NTERN)R IN w+DTN,wDE �Nr wi wA eaa aBE INSTALLATION OF SMOKE DETECT RS-THE ELECTRICAL 1�9 wWTTIouT� PERMIT ODES NOT SATISFY THIS E lL(']�L�1�/T�..1�/}$1 ph.202.251.3235 N.703.83G.1028 L,A„ WIINAre wP WAHIE PPE ■ 1 V 1 I ou ndation Plan uv uvATTm w1YF wELnE°wNEFA■DD Permit $ www.kaoszdeslgn.com mark@kaoszdeslgn.com LL LERHAD, !I- a rm it et� Ot "�O r O n Jtru Cti O S-102 2nd Floor Framing Plan L. LED lLl LOW lEO MOR®IIrAL LLV Wrq LED VERrcAt S-103 Roof Framing Plan SYMBOLS GENERALNOTES �•--- ELEVATION LEVEL ° U. TIEGONRIKTGI AND 811ECOx1NLTDR96MALL CLP 1NE aRE OP DU9T AND o®111e D/JLY U.81EELUNTElB BMNLBE UR�DFaR OPENW0.4N NASOMRYLProeFEET IN ACCaRDANCE O xnmA AFTERwaaL LBCwPI£IED. WRN Txe FOLLGMtNI fiCXEOUIE.PIaT.ADE ANwINUN aFCNWWW BENLND FILM 6mE ...�,Nll�nice� 4-1 CODE CDM0.UyfP foRere6LINTFIB 1. NL FRANNOHWLBE x0.o001I01A9 FR AO.B90UTEIW PVE OILEa11NALEM. �\ O DOOR NUMBER (Q ^ IbN0.rwrtHALLaEtlIPEYENIB OF THE OOVEAMND NTMORITEEW1emIM0 ALL ,a ,NECON,UCrgIeNNLRBIOYEAURI® ANDIEAVEn WLDNDe11EGE.WUPDN o{ENN°B 9rEEl MINE a NILINBFNrDNAVEAN10F1]Ce ANDANEVNLe°PIAOYAWP91 V COLUMN LINES APwvoLeLava AND mAre mDEa oaDWArmce,ReouLAmrm.Arm ANGo"e]re. rn„ D„a,,,�x UP— etmtrz SQ ]. ALL OENUNO NeADFP8roeE Lr,O eanmLwTM,?PLn.000 NAre UMIeSB NDTEO ((� z PFlbl� 0. ALL VgRN A91ST MEETONWF.RBMPRDVKBETd�cwKPAYYEMUNA°E r-rro••Pv e,?ll],4'N YIv OTNEx1N8E �v NO PGmw aF TlE waxPNGlENO sI■DONrRAare NlD wwaASEORDERB,BNAu ' A'.1•ro* P 9 -P rX]t¢xsne• N OA WINDOW TYPE - 9E mEGFreo uxn TNeow,wwm MANE aeeN OFF1rAAurAwROLED eYTNe A. AU FeDaTroPao AS PBR Lana ANDarAre CODEB O IT. NL WDILxeMALLBC OUARANTCED Fpl OrmreAR R''ro e•ID 10.1[eNr DOLERnem Aul,ERRE9AwAU REOUNm CONBTDLT,w PERum XAve DEeu -• .Tr s•Ns,rzx ens• ../® PROJECTOR -TUNE BEEN AE'T. 10. TIE ARGIRECTOVNERIND DFJDOrERfi11ALL NOT BE XEID RFSAYmIBIE PoR TIE CON9Ta1Cr10f1 0. UBE Tnm BTTD9 R10O1rOC} lJL >1 BUILDING NORTH Txeew 11UCT0RBNNLPAYFORNLPEmeR9ANDFEe9RElAMTOTIEIRYADRK NEANa AET10D1 TEGINIDIIES eEO1F.NCE9 oR PRafEDUR Ed OR FOR 9AFElY te. reeewrnAe,DN SMALL PRaWoe TIe FOUOMANOWawt OENB WAOGMNroTNAT xTED T„ f \ �L REFERENCE:TO PPEGYIIMII6 AXD wi00MN9NCDNNELi,ONWRX TIY9 PRDECr. OMT@ORAWOT09: e. ALLJ019T 9NALL HAVE YINIWNBEANND OFI ID'wwTODtlIBTEEL ARD NOTLEa9 TUNT VJ tJ C ENLARGED PLAN a. TIEOwIRACTOIt AxD NL Sue GplIRAC,G1 BELEOAurREavTIERm WTME w]uwxar. C CONNONWFALTN OF NASSACHL'.ETTe ANND w DMI.IX aam mN10N0. rePNRECON1ROL:WCLtDI1Nl BGL TREATNENr ANO NWINW FOUIeNTA]N DETAIL SECTION oEXnLALewmnFal,ai Norea wAu eNeLa. '�-� L i. ALL WOOD IN CONTACT YATN ENTERIOR WALIO BELOW ORAOEMCONCRETE BLAB9 aN 101 ROOM NUMBER .. -AN NL mrtRACIDR98HNL uwnwaROlw mNPEN9ATwx ,. ,Uy pNEN6gNs sNw.]F ARE crLwlro FNmL1NLFae raTm DTNERwwE. Be wm8.9uRe"A."D oaAmmYxeH OFaR e:IpeDR u9e. E.ALL LxFEPCRwmO CNAL NBURANCEAND OTNERLNMJ Eu„E°UNED BIuw. LAND9CMeRENovII°P wAM9°S9TRUCnNO LONs,x11CrM)N OF ADOmOV. 2. CNIINALL IXIFIDOReWnBL'NIN PNNTABLE OA OGINLNMCN GIAIL AFmpaure FOR NAItRWA IOr�ICAU FVNE°T VOO EICSIND 6Y9,[N9.9EE GU•MN¢9 F0R9UwlY 0. V9E APwIDrEO xETAI CONNEC]ORa(611�9°N WE°IINNFIFT,FdINLB1W1C1URAL � �,] •Y B DETAIL ELEVATIOPLAN TO e. TIE CaxIRAe,DR eNAu wsrnE BDEA"ALI.eMINT TNEaxIC"TO roFV Nl eEINO uuu¢D.RemNNE,Em maaueraeausRo°r er�muulNINOVIRraaeNDED. LUAmeR c°NxernON9. O 1' ,F'1 f1 DETAIL ELEVATION epsnNoawort,oNa aoNrRAaTOR MIALL N■Nrt rmmexxrnosroaNlsRIF a ALrI,xEWwNLB FIomI wnR CORXERS AND EncfB aF FDOBrwO wAue.a wolurmw LT. U 1 \ll CaACNEDANCIFl AIR roUN0.NDPIPAOP IOXCRNiOeKEHHDA COED II,OX9 Wg1Be TmgUw•JEa FWISX XEW WADS WmI PNM ANDIPoN TONATGI AD,ACEHTBINFACE9. wNN-NmEa REFERENCE ACCFp1ED. - c. LwTODUNTELEMIALeEUTLO MROPENN0.r IPr FEETINBEARDai WALLBW PLAN OR ELEVATION a .. NL ELBIN6AREA9 AFFECIEDBYTIE NEW WTPNBMNL DE REeroREDrow.rcllEmTum 1. NLDONp@tBF°R FaumAnDX wAu9.Faonxm.erq eNNL ReACX AN ULnwreeFOUDWrm 9GI� � Drc FTr V•/ TO SECTION . TNEmNmA°rweawLwDF]AuwaF.ravmwu°Rroerwr°FmXslw,enw.m ,royq DONFREsaveamEXOTNOF xm PaomDAYs euaE. wT°.• .o• x-au x-am `V ] rmr Brie NNwN04WUneHR°URE9NNLLTAIO?-.EN°EQYER-. . _-� O O C INTERIOR ELEVATION 1 eonbl OF ALL F00rNW 8N ELT Ere„'C WNNw DOO UNDUTABED 9GL ANDMM •-oro1, -O 3-DfDI G a ALa AwACEN]ARE]a ARE ro BE PROTECIm caw oANAoe DI1RN0 Dul0Urxb,AND e•-oror -v x-oxe D-mo 1NEfLNreILTG,ENALLFUMBX NL NATF3IW$IAB°NNID EDIImNExr REalwm PoR MS T°FR°9TA°TgNAr1EA4Tr0•BOAVIF1D91EDOR.LDENLF°On1dL9ro°EAN /L1 f7 °DIHIWLTEx.NLI-N.MEAweLR6Af£9 ARErDBE REPAWEO ANDMi e•.PrD,v .v :-9LLD x-9fu V, . V 1 REVISIONS TIE FULL PERFGWANCEOF TXEwORN 1@REN.u"LECDAND FlCNlrx U. REwACED ro ANTCX fl09nN°. o cou rs=NeGLaMABLEff To`R CEED,P9F mN aF IP9B mED BELD Lv.o T0,1 O :-]%Ix 111 °THL`MBE.NLNpDf eIWLaz PEAPoRLLEDNA000D MID WORIOul1 U.NNeIEFL. ENWUMEpFp•NOTFY OVMFA PRIOIL TO PROQEnIN0.FO0TNa99XALL E%IFIE BEIAv CENTERLINE.FLOOR LINE e. WItpNO MATEIUN88HNLDE BTACAEDIN9UCIIAN.WNERTUT WDUIDRDTCPEAre e' NL DOEUPCD YMEWND AND EOUPNENT BIWLBERDIOLEDFPOIe 811E AHD g9�0.AE0 ELEVMgr®61Q\WIERE NEfF19NN rO REK,1 TE 8a4eEARwO vuuE OF e,D00Poi. Q co 10. ALL FRANNOIMTERVa 9MNL BE DIITALLm NACCORDNmEVeM1XE FOUOLnIm LNE w W PaaPERLY.OR MATCHLINE LOADDECONeTRErOT19: oDlxxrxN,R.LTm IOAmwTNe mBTwa emueruRE > ALL REwroRCFBLENr To eE A9rN M,emADE ODW BEREII aOaF �� NAsoNmnes eNNLaENorDD9m aN.vANum NDALrfwAurEsO+r oerrwuur, HIDDEN LINE e. AN]DErNLB rmTSFEaFIuu.LVIXDIUTEDwoRAwwD99NNl ec°enialwm er]le ] . R°ola -.D^aF °aMALTEpap,EDaw FDRREeF011- INFaOTND981V11 BEr NWNw. D STAIR OR RAMP DIRECTION mxreAe,oR AND au,LNDrrE en:Gnm wnNaurorNenAwRwN. B. NL NRgPN,E 9NNL BE IEPF GENT UNlE990TNERM9E MOTm. S NL WELDED WIRE FABRN:IO BE A,651WWF41d 6.-NN.I,w1Aj. �-"NOf� A Renovation for the Residence of n NLNATENNaroeeeurALLmA9PERNANLSAc,uREaasFecorwT,nE.TNme ,. Dr. Robert 8L Dr. Cynthia Truitt REreAeE]mMmNe SNAIL rNE mEcmr,r�ovER aoNPaEnNO DErARB Fourm a aurreR9 Armoorw SPOUTS Asquwx ANDePECFED.ew.wBLaGO AreACN oowXsvour. a NaRDONTAL wAUReNFaRCP,aNrroLAP r.aNLOLLv.L,r uvo ArmaEre,woswcFs. Au Fsecmlrx vmaroBE RX LulmwawPUANcevmRTNE NAT,oxAL ELEcrruuL NmvN NrnFruFGmenav DDu�NcrrwaLroumuuTwaPaooucr coDE Mm AUAPPL,asoLe erAre AxDLDvaoRDNANCE9. It. TECONIRACTOR BNNLNENrtroawNm FORMPPOVALAIHTOP WTFIiWO,FDIreaF$ ,D.LOE GRACE PEANABNiRIEa FlA9NWO AT UMEId AND VANDOa'B118. ]. PROwDE CORNER BAR9 AT GdWERB BMIEG]EAB NORDYXRAL WNLREINFORCENENT. ). AU,RYTliE9roBE 6ElECTED BY ONTER PRIORroCON9rRUCrEN. 866 Main St. AND mUPIIBTr,WClUDNO THE AXD OIIALIIY,TO BE Uem W colmraL,cnw OF lle8 aORN.aG.aL Arm RNENeero Be AFPRaYeD BY ARCXBELT. ,1. ALL aPBING9 TNa011m1 ROOFOR WAlIE 6LWlBE 1HORdNiIlY 6ENm AMD fIAfiFEDw e. APPLr ONE COAT OF nARDENm ANDBEKFA roALL Fl0al1 Nwa9. West Barnstable �. INYMm NLE w°R ourLETBroeEaR TwEaunare w]m wLOTEcrrvE cowxre wa ,s nIEAAEUNreoF Ex,RAS ANDCREDrra Fa,aNANCEo walDt N,AIa eE ACREmuPw BYTNE AgaapANLE wrtNLarxmoE. s AaWI[CT MOTHE CMTmAL1ORw WWnNO PWaa TO{POCE'EDWO Wm1 TD:re01DL 0. ALLCOrCLeTE NIAIl BE VEPAreO.NPNi1LCLDM LbnSFD TOP MRnw90F ODNrf✓tTE >.TMERIAAI SAVE BMRE9 Br INGIIATwppMRAGfaIL. WAUB. .. SEE ELECIRIUL BIEeTFDRNaae[LECIWCN NDTE9 MA 02668 n TIIe RE90PNCE rur BeoCWTm DLAuxo Coramucncw.TNe co.NrRAlaoaeNNl BGIEDUEN1D fiEMEINE VA]Rxro NwwO£wCONYDIENCETDTTE RF9mElICfi ,S NLA1na BPACE96MNL BB VB]IIIAIEO WTNANETaPFNNi aP,Dm°F T@ARGor TIE RENovu aP eNreR,w wNLcweTwlrnoR NlAu ee�or�rowxlNOY e,PosuRero cEluXo. na:vrvATNeL ANDroI¢EPT1B:mENoe eeawETEAseRARrPaoTFtTEN eNALl ee r/ IN9]ALLEDO.ERIwRMBXEDOPENN0.9 M TIF6 FATaF ENDI WORNOAY. ON,FND GENERAL NOTES: 1)-THE INTENT OF THIS PLAN Is TO DETAIL Ex61ING SITE CONDITIONS AT LOCUS 2.)LOCUS AREA R COMPRISED OF / •i / `+p s LOT 1 0 PLAN BOOK 161 PACE 21 . .� .''- kA .d`•. // / // / �. ASSESSORS MAP 156 PARCEL 023 �.}0 / \`b. k' DEED BOOK13.470 PAGES 054 • - / /' 'C \9� \ OWNER/APPUfAM:ROBERT F.TRURT.JR.A'CYNIHIA MOMS TRUITT DB DH FW61, VN7, 8275 MOUNTVIEW BLVD. OENVER,CO 80207 d _ // �o ���� � Scale. 1�C TIOMAS C-SPANO.ET UX �o►\i' 2/4 N/F 3.)PRIMARY BENCHMARK STATION 92 J-MND-MD 9256 DISK AT PROCTORS; / / `��`� KAREN A.SOUZA CROSSING. EL- 17.97(DATUM:NGVD 1929) C-2B' PROJECT BENCHMARK:SEE PLAN ♦d/ 4')ZONING INFORMATION • 9�/ // 1 \�� ♦,� ZONING DISTRICT: RF 3 `�` AP Aquifer Roierilmn Overlay DisLkt RPOD Resource Protection Overlay D'16MOI ...I \ :1. . /'dya�/' /• � i' i ````\ CURREW MINIMUM ZONING REQUIREMENTS - \ 27. 'mod A. \ x z9.1 MIN.LOT AREA-2 ACRES(RPOD) �L /.� `♦ 7,9 '� MIN.LOT FRONTAGE-1S0' MIN.LOT WIDTH-- V FRONT YARD-JO' SIDE YARD- 13'REAR YARD- 15' �2 1 MWAIUM BUILDING HEIGHT-30' 26 27.9 2e. 3. g$ 4' ' A TITLE SEARCH WAS NOT BEEN PERFORMED FOR INS SITE IF DETERMINED.. E6J ♦� `xi� 2wF'g \\ / S.)TO BE NECESSARY A TITLE SEARCH SHAD.BE PERFORMED 9Y.OTHERS. 21,3. 21.2\ / '� ?�, ze.o ♦ U. ♦ ` / THE PR0PEITIT'LINE RNORMITp 6 N SHOWN BASED ON CURRENT AVAMBIE WF RECORD \ / / to 26.6x ,x 49 .7 N/F WO WTION CONSISTING OF PLANS AND DEEDS. THE MYING FEATURES SHOWN HEREON 6.1 �\ /JOHN P.JACOe50T1,ET ulL WERE OBP FROM MI 1NtD ON THE GROUND FIF1D SURVEY PERFORMED BY W.,fhE B) -- BOROEIWNo` A q! • 8.1. / / _ NOILfZ M INC.WT WM 25 7 APRIL S,20M 26.1 ' 29.8 AS TN 61,27.a \ as.1 x i x / ` FIAII IH6TRDICES: N/T \ / y.�Y ,/ ?,y ry•� WF\ 4 :Q, 263, 25.7 SA�Xzq Oil 27.er \ PLAN BOOK 181 PACE 21 JACK J.FURMAN / 1 / 25.7 �' AAPP�fe6�t � i 29. - I PLAN BOUT 202 PAGE 121 24.4 \ ; ��.� /�•\(L// i .t 8_ 2 ROUTE 64 LAY00902 AL Mi e-13' 26.0 6.7"z6.1 ( „' / x z7x0 27.3 9• 29. 29.8. 7.) COMMUNITY PANEL NUMBER:250001 0011 0 . C[[WWW""W✓✓/JJJ tt` �\ x 29.3 / THE'FLOUG PWRANCE RATE MOP DEFINES THIS AREA AS ZONE C. . �• /, ��/ .\` \ 1 �-0 26.a �I / AREA Of MINIMAL FlJ70ONG 26.6 26.2 / Wi�7 / ' .B.) WENWD DEUNEATpN PERFORMED BY SAMUEL WVNES OF tD$R INhRNAlIONAI d� 4,6 \ 25.8 272x.. \ �II x 28.3 \. 29.1 29 ON APR6 1,2005 MKS CBE FND �/ / / WF A-10 26.0 9 , ♦ x2V7, �1 8).'ImI1Tv RECORD AS-BUILT INFORMATION CnrOwN HEREIN: . \ / / 82. \ L A W j'-1 26.7 / 2T.i' x z7e 1,QT 1 / / .THE CONTRACTOR SHALL CONTACT DIG SATE(AT 1-B88-gFSrfE)AND UTILITY 'PLAN BOOK 11"PAGE 21 URUDES,` ...1 •`24. a UMM WF A 6 27 - GF 8-a 47,4Be!S0.FT. /X 29.�. .. ..... COIMPAMFS TO LOCATE ALL ETDSTING AT LEAST 72 NWRS PRIOR TO THE STINT / / OPP 27.3 WELL HEAD 1.OD!AOTEB 28 '% CONDUITS (LINES SHOWN IN AN APPROl01N OF CONSTRUCTION.THE LOrAMM OF DOSTING UNDERGROUND O1LY.W�_LIMITED TO �, zL97Z ♦ A9ADRANA PER N DATEDDSURFACE . THISE SHOWN KERUN AND yJ? lBy, L-e,�A� / CMP ' M/00 AS N07M HEREON I ,/ 9 /' RECORDS HEIMN.THE�OOVIRWTDR AOREFS TO�RELY ARESPOSIBLE FOR ANY `? R.4e.12' $t j ```�`� . THE CONTRACTORS .i °a• a9Pq ?7 \ zz.o,/' V.-2a1 ,�\ ♦ 1 \\ ♦\ I i �\26 9 t 1 �17 h�/✓29.1 / SVD INFRASTRUCTURE Mm•UDUMS UACILY.AND ALL WAAM MOM MIGHT BE �IF HELD NS OFFERS FROM PLAN C� \ 23A /%"x 2a.7 ` \ 1 4.z / d -\ 27.1 44.1 A, �✓ , 8:UWTION.THE CONINAMOR SKILL NOW THE ETB.W 9WTDUTELY FOR POSSIBLE �I� J I / 7s 1 REDESIGN. 23.7 22• /% ` �\�,�, .116 N WF A a 4.1 C 26.9�� 6.0- 27.0 "27:8 J 2B.a i� / i/ f \ EDP 23.7 iF` 87 '\� _� DE76A9�oaFAATE�D B '\ .le..z \\\\ \\ r''�/' /' / aRMLBr 16DrAPE sAPPROmJATE PER IrsATLlFxs cARD'Pf7WDT EQ000-ioe I (/' SAM HANES OF ENSR '\ / 4 \ 23.5 zLl UMLAPRIL 1..2105 ` i / - ,L6s STONE WYE / // WELL ABANDONEDYENT AND AOOI MAL SEPTIC INFORMATION PROWD D BY PUN ENDTLED {�; ... / 27.1 2e.2 / SEWAGE . A`n� „ AL 31a.- ' / 25,4 � / / + I / / s RNSTA &SIGNED ND STA S D ON 8 WEST MAW AMn (NA SAX M Q.2.. ,t, z2.3 yp' ".lI .' ..i•' �\ 27.1 ,�1 N B.] , / / BAMISTABIE.SIGNED AND STAIffED ON 2/18/2000 BY DM'NI.BENJ1L10!Ja+NSON.RS 21.3E A-1 L3 /2S 2. ``h '�•y 7.6' �\X�8-- \f ,P , / AND OI IKCO�Ai 1HE TORN O'BARNSTA9LE BOARD OF HEATH DEPAIMFNT. '�o M1 21.6 `IIy 8A t2 24.3 241, / ,, 22.0 \ \ 7'NJ 11 /11'�J• 7.2 �•. s / . 22.2�'WF A-1 2.6 1 \ ♦ /p '% / , ' S \�. ``\\`♦ WF A-3 - 22. / I 1 B. B. 23.6 11// i x PB7 27.1 'I afj�* `f``. \\ .9 x 23.4 - / 1� ` �fi.N• /' V 26.4 ed 1��,y 'll 26. 24.7 23.5 / 24.6x'- /, i \ x26./ %'/ G 2a.4 x 23.a / // ';1, / M Main Street st i x . 6A / , �l���J'4//\) B.1 / We Barnstable,Massachusetts 25.3 xl / /. 7. z7.a �� Robert Twit4 AN may. 25. .';` I z $ •�a;, _ , qc` /X d L /;ze• , ^w OFFSET .2 26.4" i'27.0 // V TIRE 29.1 1 x z6.6 s� ' thdsting conditions Plan 26.0 /' LEGEND/ABBREVIATIONS °'► ,26., �•9 J.K.HOLMGREN ENGINEERING,INC. BAXTER,NYE&HOLMOM Sury = ELECTRIunUTY C METER \ -•� 27 // 812 Main Street,0 tserviDe,Massachusens 02655BYors 1n = GAS METER ` 2 29 �27.4 7 ze o phone.(508)42&9131 Fax (508)428-3750 -wr--ate- _ GAS BRUSH LINE10D'attSEt mw W¢nANO Fu- 0� .\ EL�MIB.IIs roDw 27.4' 7.6 20 0 20 4 . ---10' = CONTOUR \ \ 27.3 \ ' SCALE IN FEET ` x 100.0 - SPOT GRADE 279 a =CONCRETE BOUND 28.1 1 SCALE. 1"- 20 0o EL = ELEVATION � MHB MA HIGHWAY BOUND s .- ,' .- .. ....... ... .... . ...7.8'8i� � CBE =CENTER BACK EDGE 4/21/OS CB - CONCRETE BOUND P DATE P � OH DRILL HOLE \ FND = FOUND \ Cm 1 WF WETLAND FLAG �,• CMP = CORRUGATED METAL PIPE ,<�`7 "0. CPP = CORRUGATED PLASTIC PIPE `7 W� O arAWTRc MAI1IfER n RCP = RE-ENFORCED CONCRETE PIPE rF.F.E. = FINIS FLOOR ELEVATION 0:\2005\05-0026\SURVMViORKSFFT\2005-0268c.dwg o 2f)o5-026 EDP = EDGE OF PAVEMENT o o = _ D.E.P.File#SE 3• \ .CONSERVATION NOTES: \\ ...,... , , .. . . . . . .. UM 1.NO WORK IS TO BE DOME UNTIL FORMS A&B ALONG WON REQUIRED \' ♦b / ��it, -: PFIOTOGRAPHS ARE SUBMITTED TO CONSONATION COMMISSION., 'N.?•� GENERAL NOTES 2 LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL, CB ON END `i t COMPLETION OF PROJECT. / WWI 5 1.)THE INTENT OF THIS PLAN IS TO DETAIL EKISTING SITE CONDITIONS AT LOCUS r u J.ALL ROOF LEADERS TO DISGWRCE TO ORYWEIlS // t2q,0 \ i i 2J LOCUS AREA IS COMPRISED OF 4.PROPOSED BUFFER FLAMING 70 BE REVIEWED ANb,APPROVED / E9/// LOT 1 O PLAN BOOK 161 PAGE 21 BY CONSERVA71ON COMMISSION STAFF. / Qp / ° / '..r""',� • - , A• ,/ 5: ASSESSDR'S MAP 156 PARCEL 023 .•','u - .• - 5•TO BE EXCESS MATERIAL FROM BE REMOVED 0 FOUNDATION CONSTRUCTION , // \ \ DEED BOOK 13.470 PAGES 054 / OWNER/APPUCANF:ROBERT F.TRURT•JR.&CYNTHIA MORSS TRU17T / / ,/ 0'B ON 6235 MOUNMEW BLVO. • TNOMAs C SVN VRo,ET ux N /' 2ew,/ �s DENVER,00 90207 LOCUS MAP Scale:.1 =2000r mil// / 1,1, N N/F J.)PRIMARY BENCHMARK:STA71ON 92 J-MHD-ID 9258 DISK AT PROCTORS 28• 28.8 \ KAREN A.$ODU CRO=NG. EL. 17.97(DATUM:NGVD 1929) / `jam PROJECT BENCHMARK:SEE PLAN . \\ g �' 28.2 \.` / 4.)ZONING INFORMATION \ ' �-1 - 3 ZONING DISTRICT: RF . AP Aquifer Protection Overlay DiaWct - RPOD Resource Protection WuWy DiatrIct 27- --'�d 4, c\ 7.9 i1 ``\ x z9.1 CURRENT MMIN.LOT INIMUM 2ZONANG R�IREMOM xj♦ MIN.LOT FRONTAGE DE MIN,LOT WIDTH-- . xe.s \ FRONT YARD=10' SIDE YARD. 15'REAR YARD. 15' ` 27.9 28. \\ MwMUM BUILDING NOW-30' 26.1 CH`.zA7 2B' s \ g'/' 5.)A TITLE SEAR HAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED 26.3 x x 27.2 \\ WF B- ,' \\\ TO BE NECESSARY A TIRE SEARCH SHALL BE PERFORMED BY OTHERS \ / WF -16 26.6x Ss� 1 / 8) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AYM ABLE RECORD 6.1 b 2).7 N/T wFMKMN CONSISTING OF PLANS AND DEEDS. THE 00STING FEATURES SHOWN HEREON \ / , - /AM P.JACOBSON.ET Ux WERE OBTAINED FROM AN ON THE GRDUND FIELD SURVEY PERFORMED BY RUITER•NYE& Bammwa`eEiA7EO vh7tAND. • 8.1• x 1 / _ HUM INC.ON IMRCH 25 1 APRIL 5.200& N/F ,/ ,'t 0�`• 26.: 259 x 1 AS.DF1NEAtmr`BY 27.I ` 28. \x / JACK J.FURMAN \ / , `51'. ` ♦ �6 263` 25.7 / SAY ES Di ENSR 27.8r \ PLUI REFFRONCES •�`. e4.4 zs.7 2008l / 2e.__ PLAN SM 161 PAGE 21 �\ PLAN BOOK 202 PAGE 121 �\ , �• \ -Sz6.7 x 26a x 27.0 .3'. I ROUTE 64 LAYOU71902 < WF B-131 26.0 WF31 MEAD 29.8• ^ / :`\ WF e- 'S m P'ER SUBSUID'ACFs 27.3 29.9 / 7) THE COMMUNITY UFLOOD�NSURANCE PALE MAP DEFINES THIS AREA AS ZONE C, ,N/ / \ 26.4 26., OE PLAN DAtm '2 ♦ x 29.3 PLAN BOOK I.P.2t e/ As NOTED HEREON �V• / ' AREA OF MINIMAL FLOODING. 26.6 26.2 N 27,3 47AWt Sa FT.'`. •♦ / 2] 8.) ONWETIANDAPRI DELINEATION PERFORMED BY SMIUF3.IWNFS OF lNSR INTERNATIONAL �Fg I WF B-7 5 L 4H8 CBE FIND // 22.,X/ C', 4.6 \ Wr B 212 6'2 4 : 27.2 x' I vF B10 1.09t ACRES3 •\\ x29.1r 29. ON APRIL 1.1005 �o• _•� / / WF A-10 \ 26.0 7D�E ABANDONID I ' x 28.3 v 1 1W1 11 26.7 ,� &F• \qp x 27.8 It ) m m RECORD c_ r T INFORMATION_.OWN HERflN• / WF A- 7. \ / •THE CONTRACTOR MALL CONTACT OG SAFE(AT 1-BBB-dfrSIFE)AND UTILITY 2n. 25.1 i PROPOSED CHIMNEY ON 1 COMPANIES TO LOCATE ALL DMING UIW q / / e WF A 5 / 27 OOSN10 GARAGE SUB ,.29., / TIES,AT LEAST 72 HOURS f'PoOR K1 THE START V T4' / z1.9u 7.3 vlLaPog.D PATIOS ON �\ 28. /' OF CONSTRUC7IOFL THE LOCATION OF EXISTING UNDERGROUND M4STRUCTUR,UTILITIES. 'ee ��' \ R.4a 12' // g74p � 1 ; ` CONDUITS AND LINES ARE SHOWN w AN APPROXIWTE WAY ONLY,MAY NOT BE I1MRED 10 I 20.2! `` -3.1 ``�`,` I EIOSTINO OARAOE ON /'• ,/ ,` THOSE SHOWN HEREIN AND WAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY 'K i rl H / RECORDS NOTED HEREON.711E CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY z2.o,/:'20.7 \ \\ I o I I I 26.9 .� , ; /' Af.' /.' p •' AND ALL DUMDFS WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE Y ... ✓29.1 fry' PIFRASTRUCRIRE AND URllIIES EXACRY.6 FIELD CONOTIONS OUTFITS FROM PLAN O 230 SAD/ ` \ °'2 i / I I I tom.. '7x. 27.E x 278 a � ,'/ INFORMATION.DIE CONTRACTOR SIVILL NOTIFY THE DWEER WED14TELY MR POSSIBLE z3.7 ,�t', z2.g �\ 1 ,AjZ\ ALL wr A-\9 4.1 2�♦4 l - \ tl EOP 23.] �!•. \ BQRDFAIN0 VEGETATED WPAr�. x I I I I yi .•,l ..t \ .. REOL9CtL ALA x 2.7 _J \ AS DELINEATED By \ d I I i i a W / / / •SEPTICRSYMMED BY LOCATION MID ATIONCAPE gPnAPP IDUATE PER IIWAUE Rs CARD PERMIT \ ^21.1 �, SFM 14 .OF ENSR `\ i24.2 I r ! ,.E. «C ; �."t'i. xP •t / / /2000-108 235 "�' CrLA�PRIL t,2008 / / WELL ABANDONMENT AND ADDITIONAL SEP17C INFORMATION FRONDED By PLAN ENTITLED. �.r s L / AIL1 ' / q� I �'' `. \ 27.1 SUBSURFACE SEWAGE DISPOSAL SYSTEM,B68 WEST MAIN STREET ROUTE 6A W. \xz1 a Wr A-i zz.3 I b ti°� 6 ( ) \ y 24.1 ��'a;�.9 P 21.5 x e1.3 / ' I I I I I Q '7. �`�y,iti P` \ I /28.7 / �� ,L ` / ANRNSUBLE,V AT AND STAMPED ON 8 BY DANW IRFNJAYIA THEN. RS ♦, pjP'�7' \ r,2) �P y'� AND ON RECQED AT THE RWWI ON BARNSTABIE BOARD OF HEALTH DEPARTMENT. ' 24.3 21.8_ �1.7 .21.5 1N5 i t 8.0 / 718E ./ 126.9 N' Irl,l �F6.9 ,PR07ELR� 27.3/ \ -22.2J•WF A-4 2b 19� - I ( / I / // \ V•'7.2 / / tN OF y�• 8 \`♦ �_-_WF A-3 / 1 1 `q� 8.3 I I.`•8 6 ,yI/�/ 28..%7 2B Div \ 2.9 x 23.4. - _ / 11 A Y.24.7 .m1e 24bx 26.0 /25. / •SAy' , �► / 9/OMtE1N 223.4 23.Sx / 6.0 '/ ,'� x♦ J• I \ x26', // ,/♦(� 0� S 25.3 �. C x1 / 24. /' , pP ./' ' <3VO'/, re.i\ ,/ / �J �fQ+ 4, 4tv / 866 Main Street i.,• � � / •moo. /, �66 /Y // West Barnstable,Massachusetts 25.4 j< / PREPARED FOR `` taeFSET 26. e,, ,�,,,,. ��- ��;�28. Robert Truitt,Jr. ,,, , p / K'26.0 x 25.1 U 26.�' �R/�27:8// 7RIE Wetland Permit Plan Proposed Additions 2 � ''' 26.0 // /, C� / PO LEGEND/ABBREVIATIONS 26.4 ,/\ `\ BAXTER NYE ENGINEERING&SURVEYING UTILITY POLE X` 26.9 Z tD = ELECTRIC METER \ 27 ,/ Registered PmfessioBal Engineers and Land Surveyors P tD = GAS METER a] 29,8 a 28.0 812 Main Street,Osterville,Massachusetts 02655 GAS LINE \ 27. .7 = BRUSH UNE Rao OFFSET FROM �� \ ABM:Iv FTw z74 Phone-(509)428-9131 Fax-(508)428-3750 1LEiLAND Fuo LINE `\ EL 2F.,6•Now 7.6 20 0 20 40 = CONTOUR x 100.0 j =SPOT GRADE �\\ z7.3 d ,n '\ 27.9\ ' SCALE IN FEET N = CONCRETE BOUND LE Q \� SCA 1"= 20' EL ze.1 1 = ELEVATION r MHB = MA HIGHWAY BOUND CBE =CENTER BACK EDGE CB =CONCRETE BOUND '6•f 2e.o I CERfIfY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED FOU�r DH = DRILL HONE \ \ D�O �,q� BARt�ST TION ZR ZONING OWN HEREON 9IONO1C0NEy MUD SCE CRCQI WITH THE A�RFM�E�Nrs�, B/o2/o5 ' \ IS,LOCATED IN RELATION TOLOCATED THE MONUMENTS SHOWN.AND IS NOT ... . W D =WETLAND FLAG' n \ ••.',1 1 THIS PLAN IS NOT To BE RECORDEDNNOR HIS IT 70 BE USEDTO ESTABLISH PROPERTY ONES. o CMP = CORRUGATED METAL PIPE .�6� �•� � CPP =CORRUGATED PLASTIC PIPE Q`7 NO• BY WA7E REMARKS RCP = RE-ENFORCED CONCRETE PIPE �� DRAnrIO Nalt#R �e R STERED ROFfSSONAL HAND SURVEYOR 51, F.F.E. = FINISH FLOOR ELEVATION N 0:EOP = EDGE OF PAVEMPAVEMENT2005 05-0026 SU WORKS 2005-026 b.dw / . 6 . 2005-026 - �•�,E•::rr:y.:; '. _. .. sii;rcaA,: •.;1" a r.,,•,tFsg''4'" L.7r rG)nrF/.':A,yr•� �c y„y :' .jr ..,FY',', �: :.,• qua{ !LAN of Sf?TtC SYSTE,1 _ Sca[E: r'a>o' t I .(.;:;ya�,a•;r.. n. •L An �4<<••--4.•:i. i '.s<`'.• , _ ilw[;1:/ 7!L84 PIT DAFI•J1 Y•;i„y+*s.. iA19Eii'8 (sll AIM /t 41 .. , I .•n <� w h ,,,_._ .170_0 -_`-__-__--��• PetPocmed El: Daniel B. Johnson / 'x ✓r + ` k' S i •,, ••-.•, eeej.N 4ftneasel•By: Jetty Dunning +' ro � 1 ,;9}< 4"Td'T(i`� Nf2D-.v , ) f k�✓. : cea Date: February 9, 2000 ` ryt i M. ,B). 97 I wBBT' 1 I 4 sato S T jl 4, ., a E��7 g a- I 0" - 27" A, I6YI3h :Fine sBndY'1'bnm i !llN40T@6 4JOIUgEEVEL:r; '!.G k4 6 C¢� 27' = 361 Bw,� 2 510 -Sittt clay loam I 3 Y y ! ti: ItNESSt ! ? 1 j' *erg e.r,•<v 36" - 96" C3, 2 SY6/2 Ciey aoem I < •• 's ii 8iC u'+ 4a•4°U.waz4 0 '� Se.X108" C2, 10YR614 Medium'sAnd ! �; • -r 1 - lE i 7a NrTwcxu L °y^ 9 I '100"-144" C3, 2.9Y7/4 Fine meCfuw eane -a....--A' Observed:ESM (7.BYR5/8 `4:4Y6/1') •'p✓• v ¢ j. ...out _ 308" Obaez-[Pdd OYountlyoter (weeping) r b R.� a ,'f ..r110 DERCCfJ,I�'20N TIBT aNTIt -' Y` •h..p r SEpiR;iWSb,9MCg �l`x •f5V , i�^IiS�_.°Yy"� i ' `' :lirCi•' •,43• 'r•""r+' 4> Datet Februazy 9, 2000 I 1 i.r•+ _ - - 4 i S soil class:.c1oeB 1 (0.74 G/SF) IAODEC 71C 1 f♦F rn¢f/sd)blEl , Pe'tc Rate': < 2 MPI (TP-1) • � <, asaAO Depth of.Pero Test: 96" 114 1 - - rs .__-1 tPOLI .4lk ,g DII 24 Oil 1. � � .. 7 U„s 1 Inv. Out Foundation (existing) 96.5 I 1 BtD 7tdW p,,p,/0 B, tIDAf Rk y_ ' v •.+ In•✓. In Septic Tank ?6.25 I.:RMP�Li R70M[Et 8'gQ}�pf0p�'fM61N U,7 I i •al L- _---_•___ Inv. Out Septic Tank 96.00 RlFdlfz�llT .1a IB1O t!/EEP NOIE 1 ! ¢ Inv, In Pump Chamber 95.90 j z +,kyq,' Inv. Out Pump Chamber 95.65 2 Inv. Begin Manifold 99.50 a xnaac _ n0. I Ir.oza i ¢ 9 Pimp.. H N76 •` I ! Inv. End Manifold 99.65 I iAPip Of R4R, +t •"„ ( j. Inv. Begin of Leaching Field 100.20 I _ N. te•1 ,, I ,m Inv. End of Leaching Field 100.00 ,y b q•� y Bottom of Leaching Field 99.50 I m� '6"04Dfi o o \11 ESHW'f (TP 1) 94.5 � � ��s StONQ' • 0.6Ar_ LAND .I � N()gLSltyE}.8A92 f i. -_ _ «�i. < o aF-NE i i___.._ j FAt1H N1HIWlY1 tl •r.•:•• g d' J aena[4 LEOlttm OUtFlttED TaeE T )Coot�0lY9zo'CMe7'rW'ak�ifrq IGNiim � ' , fFf'r".s< �'� • ic:vr ' , Existing Contour _ _ _ gg _ F19/P� AIifO 1)i CE RPAt 1f11ES REP . . < wu; rwg1 (EDO1k40OFF �tv.crr �\ L• '( ) I� 'ply r,.u-_F;;.,�a.r,°.a."z I Proposed Contour `•' [ . :I I (� I 'S."jd`!k i,;'c'<.�i' .. ipr4t�;•�.7)bJlsa +rn •I I paatotEo I Test Pit e Pu fwatt7 S�n� eb.oa ryf:ra.zt -dop I I pefitOiE I _ y''•s aae'o 1 t,[acf s-'••L> � Tat.f aa,ia Sre op L!v«N Lfaw,+b I Finished Floor elevation eFe :, ..;•: 1 S• 1 1 _ i 1 T fa WI rt4 . 7ry4 °r> '<P• -btC , , I I I I1 s• 1 .rf;•+b.r'x 1 Basement Floor Elevation BFE 7T' ' 'Ht. 04 abT,wrc.,ge, -- - I I I •. . (.o a.Nc✓ FA r ` {sd/+ 1� Wateh 1,1 N , Carl.' 1...] ti 1 �r !�I I ' Evar,•'y o.a coN1m,6'r[ t S Lwr. nnnfm .. -b e tb a zoasa<[ i un• ; I G'an.vr I ) D,a I ,TAir� � •' ._• .... ... •.•, _____ .. {agewly . r wawa [.vi r.J. i L 7a EEFI,•t+ ^ � Ne bsE 1 i ( I I I < K Q(S �,_� ..� `': y. C .iI, N<rv,F,LD Y.Spitt(('fi5. ' S fWf.,Nti d[C•ValotJ I 9fR�WtxnJtTIONB '. ,.:..... . 4 Doses Pe d Y?01'0 Gallons Per Dose) m y i I 6[NO,NbFW1BfDLDt ' NofE: 1 KADau"•NF O ,•. - I Jl:'"''t,7•:-.,��"� �/Lt, . Prlctiha Loeet -.-'�'. ,r', = •"'�.• .. - -•.-CJ el�vo:['J S '�,-F� b 1 Static Wall: 100.20'- 91.7 B.S' J/ 1 r •0 �64uoN �( r Notwork Lose: 1.31 %2.5- 3.3' LENGTH DFA1 DWSUNE: 40 .+•n�^R��•� 1 1 ; � i IL'e _v-�-._-fCni•]O R� C 1 f":1 i0~L__L'✓'.' 1 I � G., 1:A0"t3�05a¢ECTID)b' � Force Main Loss: 14' % I,B �m S ' - 1.3 15D RNAL GRADET08l 6TASUND 1 RNISNED awl(SIDPE:wz ( Total Dynamic Head-13.1' at 71.4 GPM rail) I t I tv45w4DPviPUE 111= T23dfG+i 11'Ic L r4cf)^- i Pump Model: Hydzomatic Model: aP 40M2 (or equlvelentl 4110 Hp, 230 Volt, I Phase - - I�LA1'ERIR' 11Y• NUOFK7IWD1STFQBUTWM - DDU8LE4'EA611E06Y0NE i ,✓.,, P,atEa' I PRUSURE D08rHG CALCULATIONS _- UNE8:8 y n< 4 1. Lateral 8 DDD N¢ pipe diameter- 1 1// , SCM 40 Put 401xtJWMDBM _ j Let D.9th 40' (FAOUND RELD D04ENSIONS s•_� Dii�AFB DN, S" �. IM. BtI VEAS :'a' 1 e a� wLaL ...--- -'•_ifb i7• it j N"'^'� Drill P 5/16° diameter mole at the and of eneh,lateral, ♦'° �^ '• _ through the cap, near the Cron of the lateral for venting. 1 ACfdeLtW y.t,(I �,tYypRy WRtI Ta: Egf 01S_1hfBUT10i1liNEB 70. F 14����� i i70:01• OF i wr tsyg .tat., ptar r"ur 3. Pertor.tLe.di-ter tar each lateral ehall be 5716• 'DFBrR�u,( Vl .;.QDT{eflQ^,;- r ors•r(<' 4. A Dingle line of orifices alternately PLacad at 5 o'Clook and 7 o'c18ck, •=_ ...-t10S't8 t dr`�t'TY n. d � every 3 coat along each lateral. Portozetlon bDlee:eliell.�etagg.r.d i• + - ' 2-�_. -.n nrE ei P"rC`•t�t 7 �.uT E 6 R� 6erween laterele eo ee to lie on the verticiee of aQubleferel trlenglee. a shall ��form `N S_ MAl" gTREC +✓ ! .t" title S. Petforatfon Discharge Pete (0): 0 17•79 k d2 x halG2 1. .RC 9 And toe Batrit;7E blspaard'&t Health+Regylatioriq%. WE .. RGF r G v.79yx (.313)2 x a.$ )r2- e3 " -� p 'Tee[c lE of SEP>•I c' sySTFNI --- "---- Qe - - a<,T •s i"a-•w 1 ear o! 'theo,®lreipDilNtir=Tee'eF�;rigszea: .: .r ::.`.•,. I. Lateral tiachar Rate (LDR) D%N `. ,j rrr ra,.ar t7L___--.---- Ilarac .ror-r LDR 1.83 x 13 3.8 3 6x}ezing eeptic.taek'to ba pwppet9 waft ieaioved gym -2 gpm plioc t0 1(1.Ete111a4 tho say r3eptle-tank'. 1 i777���'''777"""��� -9e• Tot01 DSacharQa Rate (TDRI ` LDA% L - 4 No th*-:9ge d,o eAeb LDa¢e 10 thatPi,-d . hout:2he aypi�ival TOR-23.8 gpm x 3-71.4 gpm 1 ot•tl'io;',Bbaxii Ol`(le4i3th etW the•'dasigb'engineoc. // I I%4'fr,+,o rvLwl sir.era Noa[i f'o]S ' 13 d r o0,a] I where: 0 -Pextoretlon Oleehs 0. 'PP od 14Taehlriq field 4s abC deaighed fOt use with / rti Flats 1g9m1 Jam, , / too.io FAi,'f'E Do FIELD, d miniDiammum 9t al PrZeasuke.(ff)ole t1neA•el I q+� a0 disposal'. LC4NrNt FLEW 1•fo ne -minimum Dietel Pree eutm ILtI / ,fb(eftrw) 44tr r5w1o.S�N / LOR "Lateral Dlschargb'Rate (no) 6. Q01YCtlwet O.Y to nc Ctfy D,Lq.Ssfe 7'2 hours ptioY to 1 --[RE -J aoripg'riiatlon. (000Y 54;-1233. N -Numbs[of Bm rrermtldn.PC, (.Dteral 1,DfLC.t 0.1E 4 TOR -Total Dleollmtg0 0.elo (OP.) t 3'sa l+->Nvo.o _< ff Paa cE P L it" ttLfotlNt1 L 3 (Ob of Laterals 't, Y'opo.I y oq Sakon tYm1 pope+ BOAk 04l.. r a. Manifold Diameter-3• IobEetnme from Table 21 I Page 580 4SLis}TYom.plan of Alind Mia6'>�dEdalaU1Q•:I�i'Dl' (v� I Manifold Length- 1]' Cabte*8ltp L •- ro / I I - -'-- B. Nen1 o. sbduld be eloped As- .DOD) book to-de the CoreosuIn, as to Edgar T Rd2ir L'o(D'liliiL�oy L$aseYCL Ar'oM 1 I dr►i in:nunirole•rrmr Doan de.ino• ELWin46e1a HyayA�e eEei4et110Kt4h rf'� 7 �re b.D s4s I I I --------�_-- a. 1;anowe s Geae her;aaritr�lY�aryavnd s¢iat qo d-"ett�1Y4 ��tf►tmi•�A,��i' ��t � f'y a ' y.: �I 9f.90 I _-�C _Efriw7 CL•pf S Cr"'d I ,'T25S PYoWpt ..<.II^IIILLLL ,.`';• eAE.cmaTlomB;. moves,aatas .yl a�Ctao�. h , `a .. r I I I 4�Bedrooma..(Existing) 'ri Y�t3 ., '�. r ... •'n'/'Ld` '�` n•"1f:nr aF 1sn4 aw6fa 1 YSO-GPf)/Bedroom X 4 Bat MPIs T- -11 GPD i ,raaFmb.+C^aeaNt I PeIeolatiOn �jlte' < 2'MPI (TP-31 a ua robs!.6-rn.^ Soll;Clabe (0,141 ' r �r CL.')6.5!, Sri taee Z G19F) +4tEe"s Eiz�'!"• .:t t �1 •�1 /Soo CALLoN Xaw vrfw t >arar 4a4 /ooD bAcl ow PRo»oBab f•BiCB!li0 AAYA: 1k1(N'Y td4^aR , ; le 9 t +'' 'I' SCpftL fA,VK I EOL4T,PN OF A-JbBFA ( esr,w opmr V fi ` J,?x_„) pa er twa ree7l � 1• �t i r Gs a.]D FDbcnr M b C�6¢ANE. fS.S? Lea6h�nA bx f 40•L z.1•5'W'x O.51.H. I ( ) I i(oCtirft✓•500 x 0.7/ G/sir +e�,_.-._- ,+aa.,•ra' tot `ty:• 1s ifPg 10--',so-----�T-•== --_- �,54. r ,s1eo CaDHa . o.to c.w nos p,a .•., ... .¢ ..v.....p..o...•e., ..,.�o,_cw<•.. ao t.� e. 4 y al^- r t 1 }._ >r ''f r .,,•Lice. .. :!. 'E r_A.�iettw •aLE.tj 0 6 m B f0 ' O 6 [f f0 'a V E D ARC OB . `. C) , 2X2 WE).POSTS @13'O.C. e , ORANGE PLASTIC LIMIT OF 1 9q� - — (II •� CONSTRUCTION FENCING ce DN FND , ALEiA HAY BALE �I�)i�`r� ;., • FILTER CLOTH EMBEDDED MIN.8' ,� - 2X2 WD.POSTS @ 3'O.C. M1 c+o�V\T DIDIRECTIONO p % ceDNFND N .�Xl��,�,✓, / W�� l/l NSF � �� 78 NAREN A.SOU]A •r— (6 N i 6 Ha Bale/Silt Fence �� ; ;� ?s „��, '� ; N s V-0. m a� , — ' s N B N I N / ena A�4 ,I NF BORDERING GETATED .IO101 P.JACOBBON,ET UY a+ M EATED BY .I v NEBOFENBR ON RIL 1.ffi06I dI4 AI 1r CPP *G'W LOT 1 ;`• r ,�.. WF S ,P� s.m PLAN BOON 101 PAGE 01 1r ePP XT.ABBe so. L=B B.74' R•48.,2' / dill ` ORDERINGVEGETATEDWETLAND ' A-6 II AS DELINEATED BY a aV4 MNESOFENBR APR0.1.ffi06 'P � •A D Jt !m too ```• \ � � b� 9E✓ / //; � BOX CULVEP`� wF Aa __-----�M a / ,/ Cu CD d ww VV O _ , E W 06 YtEnANO F1AG Iy N % x �,yr�;• ,28 VJ 65 z �Qe •�• /' O Z ` OD 4a 9 r a Q C C . •E MM:w FM SHEET EL ffi.15'NOVA \ � ,. 4/6/2006 G-001 P E R I� �' �4s�lwr'J `' 4 OR �STRUCTION SITE PLAN so31VO�v �G% . S11ash i WM-U9192pzs0q@jJew WO'U619ap0e. SNb'Id OW a/'1SIX3 O b BZ01'9£9'£O/ 'xl S£Z£'1 SZ'ZOZ 4 'JNIMVLIO ¢V �-lo ¢ J' ZZ d/� `elupuexaly 499JIG 911111 tbOL O C 89910 t!W'algeqsweg lsa/U'IS ulLvv 998 = 0 O g o e ll!na ei uA a N C) o o 1 y� ' 0 '8 �aqo� 'aa o Jo}801JOPSON m8N V T Die'wnaa so-al�D Q 1o3road w ° Q 4 n 4 0 0 0 0 Q e � . d 0 04 - REMOVE TREE 4 ° REMOVE EXIST RUBBLE FOUNDATION - REPLACE W/NEW FOUND.EXIST.LOCATION v - Q --—— --———————————— o D Q , 4 0 4 0 0 1 ° ► 0 J EXISTING GARAGE I REMOVE EXISTING GARAGE ° 1 � REMOVE EXIST.WALL 1 0 0 ' 0 Q ELECTRIC RAID 4 rw ar ----- ------- 4 ° ------7'- `�----- REMOVE AND REPLACE_ ° \ EXIST.DECK \ / w REMOVE INT.WALL - 0 REMO ° LO ABV. REMOVE INT.WALL 0EMa •. o •� AN , . - ° D ❑ REMOVE A •� 3 Q FLOOR MMIN • s.t, p , � �iazxap x PANTRY • • ♦ • a TPA , REMOVE I WALL • • •v• - - GFC ————— ————— ♦ •s — —_ --- • D• 3 BEANS EV y SPACED - - ?-C W aPC Y•[A SIDE SP F0 H LINE e�AFF IN1EwoN sPwNo rtt• RDDF PITCH 7:12 - ftloo U. CL I o H m� � a@ ¢ N The following list outlines the finishes,structures,materials,and equipment suggested for Flashing: Aluminum metal flashing,fabric flashing, Interior wall and ceiling finish: 1/2"gyp.bd.at walls;5/8"gyp.bd.at 4 is use in this project. Certain items have been discussed,and others are selected items and membrane flashing ceilings(fire code'C'at garage;Dura-rock s that we suggest. Please contact us to discuss any items that you would like to change or at wet locations)with metal comer and stop clarify. Please refer to the General notes for additional specifications. Gutters and downspouts: White aluminum square gutters and beads. Painted satin white ED A downspouts to match existing RCh',,, PROJECT: A Renovation and Addition to the Bookcases: 3/8"edge banded plywood or MDF board, QIOBE/�� Truitt Residence Insulation: Thermal insulation,foil backed fiberglass painted white enamel,in egg crate pattern. O 866 Main Street batts:floors/walls @ R-19;roof/ceiling @ West Barnstable,MA 02660 R-30;1"R-6 rigid insulation under Vanities and drawer units: White lacquer exterior at master bath and 4 perimeter of concrete slab and at dressing room;all interiors white melamine } ITEMS IN CONTRACT: As listed below foundation walls. Sound insulation to finish;flush overlay construction;with A EXAM A , surround bathrooms and in walls to finished concrete counter and tub deck. VIRGI q Driveway: . White stone to match existing separate bedrooms from adjacent spaces. `��c C Painting: Primer base and two coat finish per( N30 SS�' Footings: Concrete,reinforced Ref:drawings Skylights: Aluminum frame,white,with 1"insulated �..� clear glass;operable. Bath accessories: Selected by Architect;polished chrome and N Foundation: Concrete or CMU foundation walls, clear acrylic,by allowance. N reinforced,concrete should be stamped to Windows: White Aluminum Clad wood windows with Q appear like CMU or Brick. CMU and 1"insulated SDL glass,casement,and Window shading devices: By Owner > c concrete foundations,and existing CMU awning. Wood windows on south elevation `L° o foundations should be painted:White of garage only. Ref:window schedule Mechanical: Zoned systems:floor mounted radiant - opaque masonry paint above grade only. electric heaters in bedrooms,wall mounted !n m Fixed glazing: 1"insulated clear glass direct set aluminum forced air radiant electric heater in garage. m .2 Slabs: 4"concrete on 4"min.gravel fill with 6MM clad wood windows. Q vapor barrier on compacted fill. Plumbing: Connect to existing water,sewer.Electric Exterior hinged doors: Solid wood 2 1/4"thick,painted white with water heaters to upstairs guest bathroom. ,n E Masonry veneer: Brick veneer at chimneys:Glen Gery 53- hardi board and batten siding on the n N 3 DID sand mould brick.Common Bond, exterior.Aluminum clad wood doors with 1" Bath&powder room fixtures: Kohler fittings,polished chrome;on Kohler Weathered Mad gray mortar joints(color insulated SDL glass. fixtures,white. Todo toilet in M.Bath. N N fl sample to be submitted for approval). a Interior doors,hinged and sliding: solid wood 6 panel 1 3/4"thick;wood all Electrical: Connect to existing electricCU Structural framing: 2x6 wood studs @ 16"o.c.for exterior painted white;paneled to match existing. walls with 1/2"ext.plywood sheathing;2x4 Outdoor lighting: Wall mounted onion lights to match wood studs 16"o.c.for interior walls and existing. @ Garage Doors Solid Wood and Glass Garage Doors,by 9• O exterior walls adjacent to existing ext.walls; Overhead Door Co.Phantom Garage Door wood truss joists @ 16"o.c.for floors; opener by same. Painted Essex Green. Interior lighting: Recessed down lights and wall washers by wood rafters for attic and roofs with 5/8" Shop Drawings Required. Lightolier,wall washers at vaulted ceilings ext.plywood sheathing. Shower doors: Frameless clear glass with polished Exterior wall finish: Cedar Shingles to match existing,and chrome hardware,by CL Laurence ref: Hardi panel,and trim board and batten hardware list. ITEMS NOT IN CONTRACT: As listed below. (N.I.C.) siding where noted. 1x6 Hardi trim boards on the comers,All Hardi Bd.siding to be Door&Cabinet hardware: Baldwin interior door hardware ref: Audio/visual,security,intercom: Consultants to be selected and hired by preprimed,and then field painted w/two hardware schedule. owner as separate contract. Systems to be coats of white exterior latex paint. reviewed by Architect for visual design Roof: Asphalt shingles to match the existing. Exterior terraces: 3/4" Bluestone Slate,natural cleft,random conformance. _ bed on 3/4"setting . Cedar shingles to match the existing. ashlar pattern, Furnishings and carpet: By owner Cedar breather layer under all Cedar Interior floor finish: White semi-opaque stained reclaimed large shingle roofs.Wood cupola painted white wooden boards,size and orientation Landscaping: By owner to match existing. match kitchen. L (n N O co U C 01S m o � (U � (n CU in (v ) A/ F L L CU Q GO � c SHEET 4/6/2006 A-003 PERMIT I M terials and Specificatio 0 m t0 O "OW qQHFni it r- DOOR SCHEDULE ` N o 0 a ROOM#10 DKENSIONS —book DETAILS ID NO ELEVATION DIMENSIONSMAT. HEAD JAMB SILL REMARKS SPECIFICATION ID W. HT. TK. MAT. FIN. GLAZ MIN. HEAD JAMB SILL REMARKS Pe••: aedeti Gad GUMnarq .. tD AgCy/ A 13 ® 2-0' -0 .0 3 maa:SanwmdDWodum eLi DDDBa 1 2 c •ia rvw wowAavoa T A-401 A-401 A-401 ,bd„s Man:Iwee a Kama Mwn,a i TO-- ® 3 s�aa,ca olNdm u• P.— 1 2 0 A-401 A401 A-401 Appn-aJ Ma A-401 Mwn,a •uxrm M.FPF1rOl OOOKB•OMCFM ROOM*10 8 0 S O S C5. rw Palo:awroe Bedm;G.d D•Y"la Hup r�J C 2 ®� 2'-0'X 3'-0' ALUM.CLAD 1 2 3 auu;s"wreda•uaeum Y y B � � At- � A-401 A-401 A-401 .App—d Man:KdbeaK 'M.M'& 00 2 d D D WeamereNm -0 D 7 l'-0 -9 C Polo:Arditd Smle•;Gad Awrdna 2 a D -X 1 2 3 p7ul:sYnul•bOOMWed umOD3 '0 erAd01 101A�01 wA�111 ( O -llt A-401 A-401 d' erA�m imA�m lvA�m A 401 Appmad Man: e K•m.a K•me,Ma w, (h we.mm.nim 2 ❑ 2 2-0 C A ° ROOM#10DIMENSIONS 00 S N ® 1 2 3 S+m,mladova.eua A G B S S N A-401 A-401 A-401 M.Agnaawd Man:Kalba a Kama,uamn,a ;� Ill Q ws.maww .0 arAJ01 rwAaDr rvA�or > 2 .r— n 1 2 3 .urcK Fxsr .x�P:�m� ann In ROOM#201DIMENSIONS OO S Lo O I I A-401 A-401 A-401 yM,a°��°aKm..Maadn,a F O B 3 LL S — H 1 -8 -0 .C PNI.;o..4a•s•nn i,r•raGe>a GW NO GWA 0 aaGAd02 vA�o= .. X r0 11m al AJ I 6` Frero a NO G&W"N BACI—W KAIo= v Eta iO EwaT.wT' _N i 2 5 7 A-401 .Appwed Man:Kdb•A Kama M.ndn,a -e pJp GAWAJa= BaGAam VMI02 Q t` A401 Armor Wtalh—Mm DOORB J 1 '-8"X 4'-7" ALUM.CLAD a •. own o3d Notes:WINDOWS Notes:DOORS a MYH Frame Cl E A401 AppOed Man:Kneea 4 r 5 1.All Exterior Clad e pre d to be White. 1.All interior doors to be solid wood panelled to match existing _� y�'j N A�01 AJOi Kaea.M.nn,a Pt wnm-Nw 2.All Inteior Wood Clad windows to be pre-primed. 2.Provide screens for all operable exterior doors. Ll _ K 1 I� '-9'X 6'-8" ALUM.CLAD Pau•:Awd+ San-C a OnW.H,,,d 3.All Glass to be 1'insulated. 3.Contractor to verify field dimensions for doors prior to ordering 1 2 3 arrr BYnitefp°ONtl�110e 4.Provide Screens for all operable windows. 4.Doors sizes shown are nominal sizes,contractor to verify with manufacturer prior to ordering t() N A-401 A 401 A 401 Apon—I Man:Knbea Kama Mwn,a 5.A l hardware to be White. 5.Shop drawings required for Garage doors prior to fabrication and installation. Q1 p wa.n..nlm 6.Wood Exterior Double Hung window to have pre-primed exterior. 6.Alt.to door 106/001: Owner to choose reclaimed door prior to framing. .0 N 7.Contractor to verify sizes and rough opening sizes prior to framing. v� J d 8.Sizes shown are nominal sizes only,contractor to verify manufacturer's actual size prior to ordering. O I� ♦(O HARDWARE SCHEDULE Type ISpecification P1 Passe a Set No Lock: PLUMBING FITTING SCHEDULE P2 Passage Set,Privacy Lock ---T— Type Specification Room# Type Specification Room# Steam Shower Mr.Steam Steam Shower:MS300 with Tempo Plus Digital 103 P3 Passage Set,Key Lock Master Bath Lav Kohler Camber overmount lav,K-2349 14"Diameter White 103 Control. All fittings to be polished Chrome. Knob Master Bath Tub Kohler Sunward K1163 5'Acrylic Bath White 103 Electric Hot Water Plumber to size appropriate tank size 202 P4 Passage Set,Key Lock Toilet Toto;Aquia Dual Flush Toilet;CST414M,Soft close seat and lid, 103/202 Heater Knob&Bolt SS204 in White. Electric Baseboard Match existing electric baseboard heaters,HVAC contractor to 102 SL1 Exterior Sliding Interior Guest Bath Lav Prefabricated sink cab.combo. Paintable wood 202 Heater size aDDroDriately Door privacy latch Guest Bath Kohler Dynametric 5.5'Bath Right hand drain.K-515 in white 202 Electric Heat Pump HVAC contractor to size appropriately 201 E1 Exterior Door Set,Key I Tub/Shower I and AC Lock Knob&Bolt,Front Garage Door Phantom Garage Door opener by:Overhead Door Co. 105 Door Opener E2 Exterior Door Set,Key Fireplace Heat&Glo:Exclaim-36.36"metal fireplace,w/chain curtain 102 Lock Knob&Bolt S1 I Frameless Glass Shower ICU C1 ITypical Bath Lay.Cabinet L aD LIGHTING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE I— CO B1 Bathroom Accessories ��— C N :3 Type S ecification Room# Type Specification O Q Al Recessed Downlight Ceiling Fixture: Lightolier Calculite 13 Lavatory Faucet 103 V ) Evolution Incandescent Adjustable Accent: C6P30ABKW& Master Bath L U C6AIC•75W PAR30 Lamp Tub Faucet Master 103 64 Recessed Downlight Wet Rated:Lightolier Lytecaster Recessed 2 Bath E Downli ht: 117SH&11001C•40W A19 Lam Shower Faucet 103 to C Bath o B a rn F1 Surface Mounted 2x4 Flourescent Fixture:Lightolier JS Series 4 MasterdCU ide.JS 3 00 G Lavatory Faucet 202 °; c O Owner supplied surface mounted dome light;Contractor to 1 clues Bath v � }r supply rough-in and J-box for surface mounted light Tub/Shower Faucet 202 c to Si Wall Mounted Sconce: Owner to select 2 1 Guest Bath IY J S3 Wall Mounted Exterior Sconce: Onion Light to match existinp 5 I I w L 'o Z cD SHEET 4/6/2006 A-004 PERMIT ET, T FOR CONSTRUCTION Lists and Schedules 900Z/9/b ueld JOOIJ IS ava wm•u9lsapzsog@jjew woo-u9lsapzsoej•mmm 9301'9£9'£OL'Y4 S£Z£'192.302'411 DNImv8a 10£zZ VA `EIJPUExa1V 409JIS 011111 -VOL 999ZO dW'al4elswe lsa O o 8 u!BW 999 W O O w i' N (V r o ww N \�� o Y�, < 6 s. z S e ll!njl eiuluAo 'aa '8 jjago2j ��R U1' J s 04 Fr :Jo;a3u8plsaa nnaN y G ��'a OIB'WIINd Stral n3P021d 0 a HAY BALE FENCE -f PROMDE OOQiTM9 EMOVETREE 1 ^ IMOWERGARAG `�I�/�/ (, I COVERED AREA- 7 1 1� m - T O L A32,11 fl Fco/vs RANfE(80 I rRc1 I----- I NOTE:EXT.FRAMING DIMS.ARE r- — —— — — —————— SHEATHING TO SHEATHING — INT.DIMS ARE TO EXT.FACE OF 112°GWB. r I——————— CONC.GARAGE APR 'U / 23 `� \ GWB.OEIUNGABV. 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Window Sill s Fixed Glass Sill Gara a Door Sill 4/6/2006 A-401 PERMIT SET, T FOR CONSTRUCTION Window/Door Details m to n Q N k. o tp cl 5VIINuAa 0"WKK N IA h aw.I'MmEn aw.PNMO ��G` VIF G A LASING fO WCH EXISf. 15ING f0 MAfLH eYJSf. 6m.PAW7 F,q�TN gP Wn.JAMb WV.JAW CASING f0 MAf0i e705f.RR m 0 V.JAMB N W.POOR 0 N LPdRADI,e 3 �� Q E Wv.POOR AW4NG J m N c cn X m A TYP.INT.DOOR HEAD p TYP.SURF.SLIDING DOOR HEAD G Q o Cg) 3" = P-0" 3" = T-0" 3" = T-0" L E c 8 N 4aV, N N O N A J � GWV.PA1fAEn mv.rmw OFaARZ LASNG fo MAf01 eXISr. AWMNG IM50MWWON µv.•Lw 1,%10 MAIM e1051. 4 Wv.JAMB Np.JAW u wv.vooR .� WTI.DOOR W.n0C R TYP.INT.DOOR LOCK JAMB TYP.SURF.SLIDING DOOR JAMB TYP.INT.DOOR HEAD W/CLERESTORY B3" _ ��-0- E 3" = V-0• VY H 3" = V-0. I +� ' L WV.WM cu c /.WV.PAW" GNO.PPM•En •� &al m FIN. LASING fo MATLN eXlSf. :ANG f0 MAfLN EXIST. 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L � W M PLNQ C FOAM WPU,fiA'.KEf Q . IV. BLIXK Fcow cow.POIbW. co..s[ E W 06 r a Brick Flashin p/ o p Z 00�0 . 0 4a y 4' SHEET 4/6/2006 A-501 Ch4mne Section PERMIT IT SET, OT FOR CONSTRUCTION ��/� oof&Chimney Details CONIC.IWma 5/8"GWD.PAINTED 12.312' 311r 3 j2•,,2' mto 9/ PEMD R.A'E aA55 o 8"fEM SfGNi iB.E VPPGR D/A'JER a ¢ N D Wb.RAUNG cm PAINTED c ip rM.WAR kW.Mr T � _ "5IDE5 f17. I/2"DIRLCK 5fON5 JU 5.A°E FOR DRNNAGE 2%2'AV.DN.I15fER5 SOI1NNa; DAf INAI,AfIGN SEAL Q, "WG DW 4I( WELL f PPl E VAPGI?[I I/2" WOOD TREAD TeANCZW DIlZGCK ERE a.M5 DIA D6NG WRPP V"155U A 5/4"MNaw 'Gm PLY. CEDAR 54\M5 5fAR FRAMING C 2Y6 PRANJNG fw. O �/ 5"0 u POR Off IN5ILATIGN � T 2%6 Pf.W Ma PRMIWG <RNN' WAWROOF MOWER PlWME�R7M Gara-q a Stair Detail 5fGNE fM.E FLU. .. . 6 ,vz•= r-o• c No 30 82 c„ a Tub/Shower Connection _ —=.—, PW.Rl1GRREP:RAN W"IJ Av71% 2YM fo D 3' _ ,,-0° #4IWAR a 8"O.C. VJGt7D RJR � I � WOOD MAD �2 �l1A N 9 N OF MNS- c fO CGNC.5.OG. Q E D/4"PLY. > WOMFLooR Gara co a Railin c N s Shower Pan coXm � ,,z• -o° M. Bedroom Stairs`::..................... Q c� 7 ,,2°= 1'-0• GWD.CeLING NNW L E on � cs L — m N 4A In ((� N N o $ '^ N A J � PRAMEI.E55 MRR(M O ♦(CS MIRROR (C.� A45 TO CEL1H0 Par.ErREP:SntDu.E }, a-+ L CONE.M03UP fO CELING 5(NK REP:iGEDU.E MRMOU.f S,VC (a CONCRifE CgNTERfGP CONC.CaMEK01, = ao PNNfED W17OD LAtY. LACCAERED WOGD CAD. 4" 1n 547 DMWING5 Rio. o W U:5PEC. _ _. -&� Cow.Tw DEIX OUT IV:50fxuE L a Q W KAEE PU.POR�PPRf 0 MID f ROUTE R.UMDWG CM.HAWWa Rcf:SGEDILE rn L 1/4"DeMWPAMW O� c O MAM15 W/PU L FXf.51LIDE5 CIO G IO �L GWD.PAMP ^,,L^ Q) W U 3 D/6"PL DPLKER O O o 0 U ------ m c cr LL m U 3 N QZQ ` 10 K O 2%b PRMNNG P'ilD SKIRT i a Q �SHEET PLOGR PW :PLAN 4/6/2006 _Sink Cabinet r1 Vanity Elevation �— nub Section PERm IN YFOR C" No""T" 0IN' UCT10 Interior Details c.6 m 0 f� O 7 I SEAL J I I I � 2 h VIRGI IA - -- - FglTyOF 1A5r��G N I N I II ql nu 9MrC15CD D0WNLrff1'GC1UvCi MX(U,!C ai I - v.�I,II II II ql PrGr55M WALL.WA5Hre GrIUA6 rin'URr N X ,S m I II ql O RC(:r."i9. eL)vami.Grf(I av VOLX1161.GG'IIJNu P11MA11.1 I i. - • m r III o-r RCGe55ro DawAftkYti-czaiNo ran DmrreArEo � O RrGrSSrDV WNLIGItr Gr1UNG FIX[VPP G1.05rr RArCD m E N 3 QrGrti'JrDWALLWfSIIrRGr/IJM,NIx(!K.'r DN'!PR/,(rD mz_-55IDD01/NLIGYII"Gramm,ral'Lam Wrl-RATLD N y N .,. r.-r WIJ-!.NOUN!"[D 1XJNNL�CdI"PIXRRC'NCI"RAI"CD 4A N •.la p. �� p (�� a.a O 1NCR0(IND PArffWAY L&irAK, J d r r-r 9URPAGY.MOUN(rD?'f4 PLOUP,rSGYN(P/xN1RY. O0 I ______ __ ______ ____ _ �•_ I O :Jl'AGOrprr,DOUDIX P/.OURGSGCNI'On UPe (Q I I y'•'"'��� ED F I f�� GL05r1"rL0URr5GrN1'FIX(URr ge k4 1 I .�'-✓— I 4 %- ¢°E V I °O OWNEe SL/PPLICDrIXI'URC(CONI".'TOSUPPLYJ-DOXONLY) I ! I Pmn= ^ I I F r-r DOWNL.GItr PFNDANrFIX/URe I y�qm GI • w $" -_ I 0nVNLGrf(P1_"NDANrPIXnXr I m I I rRAGc MOUN(e0 SPOrL.Gnr I 1 I r-1 GrIIJNG 110UNI2D l'RAGK p1 rs UN0EMA0/Nr1'7'F" m4WALL MOUNIro 5GONGe r a WALL MOUNiZO 51-ONGr A I WALL MOUMCD CX(.SGONGC 1 � II I I O rxrau5rr-AN L 4 L'� I III II �1 O.` OGFCI�p/RrCFP(r-AL I V�pp �� I I r�.w•� WAI"P.RPKCX)f'KP:GCP)'pr'J_ •� I I ' I I I I l°i ® DOUDLY.erce'-1 C.& L I 51NDLC PLCX)R RLY.CP(K.AL. NOTES; I I I sNGLrPnLrsvrrru+ cucu I I I I n P rr 'I kIPLP.POLP.SWIIT;l1 00 I I }+ w LL 1. SWITCHES ARE DENOTED IN THE GENERAL LOCATION RECOMMENDED, relrPanNC/wreer N VARIATIONS MAY BE NEEDED AS REQUIRED BY FIELD DIMENSIONS Nm I I I GrIUNG YA1VWR.A91f1" L 2. LIGHT FIXTURES ARE DENOTED IN THE GENERAL LOCATION RECOMMENDED, I I I I i I P L a V VARIATIONS MAY BE NEEDED AS REQUIRED BY FIELD DIMENSIONS E _N ' I LPJ CXflNJS'1"YAN W m m 3. POWER OUTLETS ARE MINIMUM REQUIRED PER ROOM. w >L ADDITIONAL OUTLETS CAN BE ADDED AS REQUIRED BY OWNER. _ _ _ _ I I _'D _ _ N�"ux�u/1" d .0 �— --- N c _ 5'NI,TAI D 4. LIGHTING FIXTURES ARE MAXIMUM AS REQUIRED PER ROOM. I I II I I I I I i m I rxt7nNe.ercrPrX u" CD /N0/ e rx/S(ING MMI'MIU.PIP'URr w SOME REDUCTION IN LIGHTING FIXTURE NUMBER AND DENSITY CAN BE DONE AS REQUIRED BYOWNER. I I I I l I I I I I I 3 2 0 Cn I II I I I I I I I (\ I exr_-.nNG uxrA/I!' w m L V a Z op 5. SWITCHES ARE SHOWN CONNECTED TO THE LIGHTING FIXTURES THEY SHOULD CONTROL. Q o r SHEET 6. LIGHT FIXTURES ARE GENERAL TYPES,AND SPECIFIC PRODUCTS WILL HAVE TO BE CHOSEN FROM PRODUCTS LOCALLY AVAILABLE. 4/6/2006 • E-101 P MIT SET, OT FOR CONSTRUCTION st Floor Electrical Plan 0 6 m i N a v �POBEq y/T�� c, No. co I AL DRIA w I I l ?soy_ INIA �J I I Elec.Red.Heat I ElLc.Red.Heat_ l q(TH . Mp%C E ROOM 99 1hI R'LY,C99CD rJCWNLK�IirC,CILINY�P/XR/KC m ON LTN w "M Krcr!sm WALL WnSrrrKGriLNO FIR Upr. 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OJ N T.OF 0.-11' T.O.F NO.-1-{ RECESI T.O_ A -0_ {FORBHOwI I CVyL ce.FAD 4' S.O.O. Rl Fa EA WAY T.O.W.-r{' W!6'X6.WWF. roFoonN.4a T.O.SLAB-0'�'2 roFOOTING.r-TI r,owono.♦a HEIGHT TO MATCH I CSOG. OI I EIXSTING WX6W I O 4'CONC.S.O.G.IT.O.W.TOWTCHOOS HEIGHT TO MATCH I W/6X6'WW L------- EXSTING C 7.O.SlAS- I Ir owaa- '� V IS I wa I 1 T.o.FWVNG.4w 1 T.O.W-Wa I I A I wA L STEP 1 I r.o.w.oHr O I ' T.O.W.a-a _ �-_ 1 I II L __ln_ _ _____________ -- I I I .. I -- ---- ----------------------------- 1 f_________-m 1 0 I I _L 1 I ca CO I t+ tD a CD I 1 di cU 06 1 x 1 m I I U C�D1 3 N O I co U- 0 I _ G'•i N . w m L 'o Z a Q C) OD o a SHEET 4/6/2006 S-101 PERMIT IT SET, NOT FOR CONSTRUCTION Foundation Plan l_ O m � f G C W Q n m ¢ N 4 0 .30 2 3 A A W o IRGINI J� (x)rr xxe COL. l 0 F ADD IUF TAILS I— ———I—-—————————— O Ir—(3)Tx10'a— ch 1 314•x 7 1/4"LVL N I 2x8's®I W O.C. I ,os a N a sx a, n � E I I I � 3 ————— —————— ——— L— ————— 2x10 2x10 —— .q) r-__ ____ X a I I Q) co A I I Q P I 15 i L E ,12L2x10§ AIL 9 1 TJI 110'S I I N s ®18'O C. I M c 2x12's 18'O.C. I N Ln a (3)2x10's N mcj yy I Q) O � � 2 Q e e a e —�INDOWVYEL J— C J S / �TcEm�cNNO _ 31/rx 11 7/B'LVL 52 1 �2S2xT0' —i— ID111)'s/Y Ab.BATM J_ 3,rr x IW STEEL COL r- 1 ——— GARAGE 1 I ♦� I __(2)2X1 O'S TRIM TO MAT H EXIST.BEAM/ 14 H:S-e• '� car�oae I • i o_ _____�EDR M ADD——��I A N:s 1 � `'L. awnm m�n�ea Fl.io arxn 2x Ts @ 18.O.C. 2x1Vs Q 18'O.C. 1 I nCEILING _ I a I • __ _—S2L2X10'S TRIM TO}HATCH EXIST_BEAM To sis7Ea To Roov 1 e 1 x I � Jolsis IN THIS ROOM I I I i ^ M.CLOSET � 1 z— ——— `= (z)2x10' (2)zxm'e z I o M.BEDROOM EXIS I --———————-- ———————— -- ------- m kvemmft I EXIST.BEAM I I I I � I (2)2%10'S TRIM TO MITCH EXIST.BEAM — I •L I I cu ca to I..L CD I I L 0I E d I I cu ��(( E LL I W 00 ` Q 0 m 0 L" ! V T1 f0 U ; 2 C W N L � CV o Z 1� SHEET 4/6/2006 r S-102 PERMIT T T FOR CONSTRUCTION nd Floor Framing Plan L O m � a � N �M O o BEq�ti�� O NDRIA F IRGINIA I—————— —— ————————— ——, I I rN F SS I I I I N I I N (2)200's I(2)2x10's — (2)2x10's__——(2)200's_ I Q GUEST 9EDR00 •�-' Ip"N so L O G NIC b c lD 20a SLOPED CEILING D= Q n JOIaTa ON TOP �2L2x1D'e y OF WALL PLATES E CONT.19'G.C.IN&ITN. E SKYLIGHT OPENING b 2x10'a® S.O.C. y s E �- N =�(2)PT]xa COLS — WIMP GANING TTP. In lTl 61 (() N e---Pf 's m () 10 CRCSS S r 1 per! ATCH XI b I (2)2x10's (2)200's N ) x al N / R I I �. WOTO av l I N N I h BALLOONTO I NAT011 E%L9T I FRAMNG TO . m MATCH EXI9T O W N 2x10' 16.O.C. GG I 7 ____ — — i — 2x12 RI GE BD : m I @J i0 ® 9 r m o i e o 2x1ok a o.c. — — r .12 RIDGE BD ----- — --— ------ r' 2x1o's® S'O.C. I �i (2)2x10 CROSS TIES o— m TO MATCH EXISTING i 2x10's @ S'O.C. F>t r— _ SLOPED I FILING L+ IN CLOSE I a I r— I 1 —_—______'�'-'— _' I I � I I I m 1 � � I I I r —I { H I I I cu I = OD (to `y I J E R 06 (V m I` yO ^�'' N LL C ^W^ O a y 0 ca w N L cD i DCID . GO o SHEET C 4/6/2006 S-103 PERMIT S-ET, OT FOR CUN'STRUCTION Roof Framing Plan dA 1 ti. 'w 1 v I t I F i {{ S I:AL,E pFAWN BY R£v:SEp QA"r+:. APPROVED BY - •—�-1.�•, pR A:N1 MG NIiM©ER 4 j 3 WE nLP P.N ENE IC 545 MAp , :J 5 A 5 F il6.. nF?f:r11-rEr 7 =.TAI— ARD �ORIA -