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HomeMy WebLinkAbout0325 WILLOW STREET '3a5 w� glow -s4. . \ . . \ . { ; j ] j . m ] . ; _/% g . Om :Dz ) ] ) ] a a . \ . j :f { !©\ } i } ) + ) \ / / it . � i CAPE COD INSULATION FA%or rq E P±q TIIITS GLASS SIAM 1135 5P34TIOPM SUIPINOSD SATTI OUTTITIS INSULATION CIIIINOS 1-800-696-6611 Town of Barnstable �= Regulatory Services >� Building Division 0 200 Main St Z: Hyannis, MA 02601 Date: c Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance .Institute '(BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Property Owner Property Address Village 44t Vlllv,,; 57 Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings ( ( ) 06 ( ) Slopes ( ) ( ( ) ( ) ( ) Floors ( ) ( ) ( ) ( ) ( ) Walls ( ) ( ) ( ) ( ) ( ) (Vor Sincerely I )Hr E ssration, sident Insc. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ;r s ,t Map Parcel j . !;" ° �, (I' q .ij'yApplication # J� Health Division DateElssued i n Conservation Division •Application Fee Planning Dept. Permit Feb Date Definitive Plan Approved by Planning Board' Historic - OKH _ Preservation / Hyannis Project Street Address Village X(-Y ur77yi3/e Owner Address Telephone Lf 2- Permit Request ,9 4f>le,fe �Z�3o l/,�� G�� � ,� � �� ��J�_dVI-e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay I Project Valuation 140el, d Construction Type �v Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ,4 No On Old King's Highway: ❑Yes *1No Basement Type: ❑ Full ❑ Crawl ❑Walkout .0 Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: 0 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 0 Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name filed /�,1i.���L o Telephone Number Address /� , ��a!/ ��/2 License # Ole A R F Home Improvement Contractor# �g '2,.S�G 7 Email Worker's Compensation #`�C��OO ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE v�0 / -4 - FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED i. MAP/PARCEL NO. ADDRESS VILLAGE OWNER y ; DATE OF INSPECTION: FOUNDATION FRAME }t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL e GAS: ROUGH FINAL FINAL BUILDING , DATE CLOSED OUT ASSOCIATION PLAN NO. R I S E BNGINLEWNC OWNER AUTHORIZATION FORM (Owner's Name) owner of the property located at: (Property Address) (Property Address) hereby authorize C.y p g- b o o V% , (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. This form is only valid with a signed contract. Own s Signature 'a / \—k / k5 Date RISE Engineering 5 Dupont Avenue South Yarmouth, MA 02664 I "' Massachusetts I)dpartment.ofi Public Safety. Board'of Building RLIgulations and standards Construction Supervisor License: CS-100988 a, HENRY E CASSEgV 8 SHED ROW WEST YARMOLFrH D i ✓-�--� �� � '� "� Expiration Commissioner 11/11/2015 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement C�actor Registration Registration: 153567 Type: Private Corporation Expiration: 12/15/2016 Tr# 259188 CAPE COD INSULATION, INC HENRY CASSIDY 18 REARDON CIRCLE SO. YARMOUTH, MA 02664 %'Update Address and return card. Mark reason for change. SCA 1 +5 20M•05/11 Address Renewal Employment Lost Card _...........--—.............__.._.. _...__.._ U/tE Q477//72Q42tueC(.G��Q��p�CWJCGC�tWA�.G �\ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: :1.53567 Type: Office of Consumer Affairs and Business Regulation j xpiratiorl: .;;12h1.iiL20:1.6 Private Corporation 10 Park Plaza-Suite 5170 ='• �,, Boston,MA 02116 CAPE COD INSULATfO.N:JNC..°,'; HENRY CASSIDY 18 REARDON CIRCLE'"".;';-'::'`, g S0.YARMOUTH,MA 02664 Undersecretary N• valid wi 5signe - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Washington Street L . ,,,,, ...... �' j; Boston, MA 02111 ✓ `.,'ii :F. www,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/[ndividual): � La d'� )k'l Address: � ( �, {��,� f City/State/Zip: 'Ud, MIAIA�U�&q Phone #: �U Are you an employer? Check th appropriate box: ,,. Type of project (required): 1. ,1 am a employer with 4• ❑ 1 am a general contractor and 1 employees(full and/or part-time).* have hired the sub-contractors 6. ❑ 1Vew construction 2.❑ 1 am a sole proprietor or partner- listed on the-attached sheet. 7. ❑ Remodeling shipand have no employees These sub-contractors have 8, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp, insuranceJ 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3,❑ I am a homeowner doing all work officers have exercised their IL[] Plumbing repairs or additions myself, [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] i c. 152, §1(4), and we have no .t. employees. [No workers' 13. ] Other r comp, insurance required.] 11 Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors 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 employees. Below is the policy and job site !hformation, Insurance Company Name: Policy # or Self-ins, Lie E�0J 4+,�; Expiration Dater 969 Job Site Address: 4.1,111414) rI;/ ,��.�T% 14,' City/State/Zip:-, Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secum 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 irWprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator, Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurangtcoverage verification, I do hereby certify uBde^the pai an penalties of perjury that the information provided above is true and correct. Si nature: a Date: p7lJ .fs 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 i CAPECOD-27 BDELAWRENCE //�BELOW. CERTIFICATE OF LIABILITY INSURANCE DAT13012DIYYYY) 6/3012015 E IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS ES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED AE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this Certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME; Rogers&Gray Insurance Agency,Inc. PHONE FAx 434 Rte 134 C ac rvo: (877)816.2156 South Dennis,MA 02660 EMAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC p INSURER A:Peerless Insurance Company-see LIBERTY MUTUAL INSURED INSURERB:ATLANTIC CHARTER INSURANCE GROUP Cape Cod Insulation,Inc. INSURERC: 18 Reardon Circle INSURERD: South Yarmouth,MA 02664 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POL CY EXP LTR POLICY NUMBER MMIDDfYYYY) (MMIDDIYYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE MOCCUR CBP8263063 04/0112015 04101/2016 DAMAGE TO RENTED— PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2, PRO- 000,000 X POLICY a JECT LOC PRODUCTS-COMPIOPAGG $ 2.000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident) ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS AUTOSWNED PROPERTY DAMAGE $ Per accldenl 3 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ OED I I RETENTION$ $ WORKERS COMPENSATION PER OTH• AND EMPLOYERS'LIABILITY Y/N STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE WCE00431901 06/30/2016 06130/2016 E.L.EACH ACCIDENT $ 11000,000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE•EA EMPLOYEE $ 1,000,000 II Yyes,describe under 0 SCRIPTIONOFOPERATIONSbelow E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (AlCORD 101,Additional Remarks Schedule,may be attached It more apace is required) Workers Compensation Includes Officers or Proprietors, Additlonal Insured status is provided under the General Liability and Auto Llablllty when required by written contract or agreement with the Certificate Holder. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cape Cod Insulation,Inc THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 18 Reardon Circle ACCORDANCE WITH THE POLICY PROVISIONS, South Yarmouth,MA 02664 AUTHORIZED RE`PRIESSEENTATIVE )Ow— @ 1988-2014 ACORD CORPORATION. All rights reserved, ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD �t Town of Barnstable Regulatory Services Richard V.Scali,Director • RUWSTnBLFE • Building Division 9 M"M $ Tom Perry,Building Commissioner .i639 �0 RFD 39 A 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fa50,$-790-6230 Approved: ,,J.(� . Fee: 5 Permit#: ,'-VI HOME OCCUPATION REGISTRATION Date• �r..\ S ,_� ; -- --.�------------- ----•--- — Name: 1^ ��- ��� ��— e��n Phone#: So !6 5 Address: W.� \d 5 Village: Name of Business: /o a e- `� S a�.-� �� o o w o Y �S •�•c Type of Business: C',., o �..\� �--�c� Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. - After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the unders' v re ee th the above restrictions for my home occupation I am registering. Applicant: Date: S Homeoc.doc Rev.103113 ti YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must.do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. . DATE: r \�`� l APPLICANT'S YOUR NAME/S c , "� Fill in please: - BUSINESS YOUR HOME ADDRESS: 3 Zc� k--� , k ' TELEPHONE # Home Telephone Number o 3 NAME OF CORPORATION: NAME OF NEW.BUSINESS Q o a.� C":,k� �� dui lr.cTYPE OF BUSINESS_C „ < k� L IS THIS A HOME OCCUPATION? � YES NO ADDRESS OF BUSINESS z.MAP/PARCEL NUMBER (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town'of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200'Main St. — (corner of Yarmouth Rd. 6 Main Street) .to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S O E This individual has been ' r d of any r it requirements that pertain to this type of business. A th rized Signature** ' MUST COMPLY WITH HOME OCCUPATION COMMENTS: L v I_JLES AND REGULATIONS. FAILURE TO. 2. BOARD OF HEALTH This individual has.been informed of tha permit requirements that pertain to this type of business, Authorized Signature** COMMENTS: S. CONSUMER AFFAIRS (LICENSING AUTHORITY) This Individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** jOMMENTS: G: 5'� ..: +�,:� =_= �.. •;gal n n•_.� 1 • '�r: 7t+ + � ter•'► s WI I.�i� �, ,sN'°'` �` r �-xa•_� �� :�`ems doe Parcel Detail Page 1 of 4 C5 BAIL\57A61I_ MAI Logged In As: Parcel Detail Thursday,May 10 2012 Parcel Lookup Parcel Info Parcel ID 131-019 'I Developer Lot Location ,325 WILLOW STREET _ I Pri Frontage 280 l Sec Road Sec Frontage Village:WEST BARNSTABLE W I Fire District rW BARNSTABLE Town sewer exists at this address INO I Road Index 1914 Asbullt Septic Scan: Interactive �` � � 131019 1 Map - Owner Info Owner'MULLIN,WILLIAM D,JR&LINDA L I Co-Owner Streetl 325 WILLOW STREET _ - - I Street2 City WEST BARNSTABLE - I State;MA zip W668 Country Land Info Acres;1.67 Use Single Fam MDL-01 l Zoning :RF _ I Nghbd 10108 Topography,Level I Road ;Paved Utilities;Gas,Well,Septic _ - - I Location I - Construction Info Building 1 of 1 Year i Roof wBuilt 1790 Struct Gable/Hip ,Wood Shin-gle all I - Living 2295 I Roof Wood Shin le AC•None u�� Area Cover - g I Type ( P o_ Style Cape Cod Wall"Plastered I Rooms Bed'3 Bedrooms I Model Residential I Int`Wide Pine I Bath.1 Full I Floor Rooms Heat - Total' �• Grade Average I Type IHot Water I Rooms;8 I ect(z) stories 1.75 I Heat'Gas I ation Found- Fuel Brick Walls Gross 2940 I Area Building 1 of 1 Year 2008 I Roof Ext Gable/Hi Wood Shingle Built Struct p l Wall I http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8306 5/10/2012 Parcel Detail Page 2 of 4 Living 2295 I Roof Wood Shingle AC No Area Cover g I Type I Style Cape Cod I Int Plastered Bed '3 Bedrooms I Wall Rooms 0 P� Model Residential Floor ea Wide Pine R oms'1 Full Heat Total FJORBASM Grade Average I . Hot Water I 8 + Type - Rooms Stories 1.75 J Heat Gas I Found ,Typical I Fuel -- - - ation -q2J Gross Area 2940 I Permit History _ Issue Date Purpose Permit# Amount Insp Date Comments 01/06/2010 Out Building 200906331 $90,000 05/06/2010 00:00:00 28X40 BARN 11/07/2008 Remodel&Addi 200806265 $40,000 09/26/2011 00:00:00 ADD 4X12 TO KIT 01/03/2006 New Roof 89430 $5,000 - Visit History Date Who Purpose 12/01/2011 00:00:00 Robin Benjamin In Office Review 06/16/2010 00:00:00 Nancy Finch Call Back Next 06/09/2010 00:00:00 Mike Keating Call Back Next 05/07/2010 00:00:00 Nancy Finch Call Back Next 08/07/2009 00:00:00 Mike Keating Call Back Next 02/26/2009 00:00:00 Nancy Finch Sale Review 07/07/2008 00:00:00 Michele Arigo Change of Address 03/12/2007 00:00:00 Paul Talbot Cyclical Inspection 02/25/2000 00:00:00 Paul Talbot Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 06/30/2008 MULLIN,WILLIAM D,JR&LINDA L 23012/37 $499,000 2 09/08/1997 CARY, MARY B,TRS 10939/208 $1 3 09/16/1987 CARY, MARY B 5929/329 $100 4 08/21/1987 CARY, LOUIS P, ESTATE OF 5894/234 $0 5 04/15/1987 CARY, MARY B ET ALS P0267E1 $0 6 06/14/1945 1 CARY, LOUIS F 629/165 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2012 $170,900 $17,100 $55,400 $248,800 $492,200 2 2011 $181,600 $5,900 $55,600 $248,800 $491,900 .3 2010 $167,100 $5,900 $0 $262,600 $435,600 4 2009 $188,100 $7,200 $300 $206,900 $402,500 5 2008 $195,500 $7,200 $300 $221,600 $424,600 7 2007 $194,400 $7,200 $300 $221,600 $423,500 8 2006 $207,100 $7,200 $300 $241,700 $456,300 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8306 5/10/2012 Parcel Detail Page 3 of 4 9 2005 $179,200 $6,800 $300 $222,400 $408,700 10 2004 $151,000 $6,800 $300 $193,400 $351,500 11 2003 $121,200 $6,800 $400 $93,400 $221,800 12 2002 $121,200 $6,800 $400 $93,400 $221,800 13 2001 $121,200 $7,200 $400 $93,400 $222,200 14 2000 $113,300 $7,500 $200 $64,200 $185,200 15 1999 $113,300 $7,500 $200 $64,200 $185,200 16 1998 $113,300 $7,500 $200 $64,200 $185,200 17 1997 $122,700 $0 $0 $46,700 $170,000 18 1996 $122,700 $0 $0 $46,700 $170,000 19 1995 $122,700 $0 $0 $46,700 $170,000 20 1994 $112,300 $0 $0 $57,800 $170,700 21 1993 $112,300 $0 $0 $58,700 $171,600 22 1992 $128,100 $0 $0 $64,200 $193,000 23 1991 $131,700 $0 $0 $84,100 $216,500 24 1990 $131,700 $0 $0 $84,100 $216,500 25 1989 $131,700 $0 $0 $84,100 $216,500 26 1988 $98,400 $0 $0 $52,400 $151,300 27 1987 $98,400 $0 $0 $52,400 $151,300 28 1 1986 1 $98,400 $0 $0 $52,400 $151,300 Photos V. la - ♦�:. .-� RAT wY S_ k •� _�F�r http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8306 5/10/2012 Telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 CLOSED-CELL FOAM INSULATION SPEC SHEET • I I * r. �CONTRACTOR: %4'1 % a*or*, W% v JOB SITE ADDRESS: _ � 'O wts DATE. AREA THICKNESS R-VALUE Ceiling Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes Exterior Wall Garage H se. Wall W alkout W all I Cathedral W all ' / B lockers Overhang Stair/Risers �r on � All R-values and thickness measurements are deemed to be accurate by the following installers:slim; csa w CO M t TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM Swanson Structural, Inc. Paul W. Swanson, P.E. 116 Forest Street Franklin, MA 0203 8 508-520-1333 April 12, 2010 Bill Mullin 325 Willow Street West Barnstable, MA 02668 Subject: W10x39 Steel Basenielit Beam in your new barn (My job 3575) Dear Bill, Per our conversation it is acceptable for the W 1 Ox39 Steel Beam to be one piece 40 feet long with supports 10 feet in from each end. This configuration results in a 20 foot center span. Since the 20 foot simple span beam we calculated works,the multi span beam with a 20 foot maximum span works even better. . If you have any questions, please feel free to contact me. ti 1 i o. Sincerely, ' c� STRuCTURA r' Jo. 3533 ' Paul W. Swanson, P.E. �f� Swanson Structural, Inc. �L �- /2- /0 HOISI 10 j 0Z :E !�ld h 319VISUVO d014MOI r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I�iapVi's�ion /� cel D� ~. Application # DD Health Divisiond o8-.3 Z Date Issued l0 1'O Conservation D Application Fee A�0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board- Historic - OKH Preservation/Hyannis Project Stre"et�Address 3 2- 0 L") � Village Owner)"/ /91� (�li�t�. Address, /f g1 RA Telephone r _7 0 Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new &P-0 Zoning District Flood Plain Groundwater Overlay Project Valuatio�l Construction Type G v7 Lot Size 1 0 Grandfathered:. ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: &full 0 Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new 72 Half: existing new Number of Bedrooms: existing new Total Room Count (noVGas uding baths): existing new First Floor Room Count Heat Type and Fuel: ❑Oil ❑ EI tri ypElectric- ❑Other Central Air: ❑Yes dKNo . Fireplaces: Existing New _) Existing wood/coal stove: ❑Yes 1No Detached garage: ❑ existing ❑ new size_Pool: 0 existing ❑ new size _ Barn: ❑ existing Er/new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: o � o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ .H_ Commercial ❑Yes ET No If yes, site plan review# Current Use Proposed Use APPLICANT.INFORMATION rz (BUILDER OR HOMEOWNER) o• Name Telephone Number 5D F�7` q c?)--y Address License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� FOR OFFICIAL USE ONLY APPLICATION# PATE ISSUED - MAP/PARCEL NO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: =L FOUNDATION 02�1 FRAME g fr/�tJb O w 4 :'r INSULATION 12 s FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f- DATE CLOSED OUT'' y ASSOCIATION PLAN NO. _t �r Town of Barnstable Regulatory Services Thomas F. Geiler,Director 6;y pr�o , Building Division . Thomas Perry, CBO, Building Coimaissioner 200 Maim Street, Hyannis,MA, 02601' twww.town.barnsta ble.ma.us 'Office( 508-862--4038 " Fz z: 508-790-6230 . PLAN RE VIEW Owner: /K ee e-I- I ti Map/Parcel: 13 I .D/9 Project Address 3Z S l�ic�oaJ St. .lrJ� Builder: The following iterns were noted on reviewing: , % f��.,k.�ri c.►�svF �c i�?� D:v /' c c /eIYF7' c..y9-7 e0it/�vF-cZ-<m.ss /�EQccr�rc-�j/VDT 40X /�� �tl <aPo cwc R �3a t L I Z 'Dp6-A, e N6 5 i Jn T _I r-c A-M-1 St�& 4 iFC& /<o 13 Reviewed by: Date: m l�o a Z/o Q:Forrris:Plarvw The Commonwealth ofMassachusetts Department of Industrial Accidents. Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): z4o�llxxlf1167 Address: 6,11 ll0 LA-1 .S City/State/Zip: A Phone #: 7U" � 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 employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1. ❑ Remodeling ship and have no employees . These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ t /required.] . 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions ® officers have exercised their I I. Plumbing repairs or additions 3. I am a homeowner doing all work ❑ g P myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other. comp. insurance required.] *Any applicant that checks box NJ-must also fill out the section below showing their workers'compensation policy information. t Homeowners who 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 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 employees. Below is the.policy.and job site information. Insurance Company Name: Policy#or Self-ins. Lic.M 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 may be forwarded to the Office*of Investigations of the DIA for.insurance coverage verification. I do hereb c rtify and he pains and penalties of perjury that the information provided above'is true and correct Si a e: Date: Phone#: L "T 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#: r r T Y W 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 be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.". Additionally,.MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable'evidence of compliance with the insurance requirements of this chapter have been presented to the contracting.authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificates),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,nofthe'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 burn 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 Revised 4-24-07 Fax # 617-727=7749 www..mass.gov/dia Town of Barnstable . 0 Regulatory Services Thomas F.Geiler,Director BARNSTABL.E. • . 05.9. Building Division ATED A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4018 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION. number street village "HOMFAWNER": //"j work hone# iname home phone# p CURRENT MAILING ADDRESS: S [.J i I I !J'-��LJ city/town state zip code The current exemption for"homeowners"was extended to-include.owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there.is,or is intended to be,a one or-two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A .person who constructs more than one home in a two-year period shall not be considered a.homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requireme Signature of Homeowner I Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the. State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 169.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)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 2A 5) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that hc/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 forin/certifrcation.for use in your community. Q:\WPFILES\FORMS\homeexempt_DOC �T Town of Barnstable Regulatory Services grABLE, Thomas)F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab le.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A wilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for (Address of Job) Signature of Owner Date Print Name r If Prope-AY Owner is. applying for permit please .complete the Homeowners License Exemption Form on the reverse side. Q:r0RMS:0WNERPERMISSI0N )NERG'Y CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE AND TWO-FAMILY DETACHED RESXDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: M � Site Address: ] (,t' ((Low !fr print Town:. LJJ , '6Ark-t J i"A-0a-(a Applicant Phone: -W d,1) Applicant Signature: Date of Application: IL NEW CONSTRUCTION: choose ONE of the foHowin two-options) 780 C1�IR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAN MY BUILDINGS h4A7Cv1UM Ceiling or Basement Slab dOption 1: Fenestration exposed Wall Floor Perimeter U-factor floors R Value R-Value wall R Value &Value AF(JE HSPF $E ' � R,Value and Depth National Applian=-Encrgy R 10, Conservation Act(NAECA) .35 R 3 8 R-19 R 19 R-10 4 ft.. 1997 as amended,minimums as a licable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Optibn 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck--Web which can be accessed at http://www.energycodes.goy/rrscheck/ DbITI'01VS--OR`-AT�RAt6 4§.TO EXIST:N` G TJ C.DTrIG'S.O FEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the€ollowing formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) SF 100.x - _ % of glazing (b) Glazing area equals SF ° If 'glazing js__<-40%.i4q.the chart below.. • . If gla±ing is> 40 %prQceed to"SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW RISE RESIDENTIAL BUILDINGS MA)C UM hflNIMUM Ceiling and Slab Perimct! ElFenestration Wall Floor Basement Wall. U-factor, Exposed floors R-Value R value R-Value Dut R-Value anndd Depth .39 R-37 a R-13 . R_19 R-10 R-10, 4 fee I a R-30 ceiling insulation may be 0sed in place of R 37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). ' SUNROOM-An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40%of the combined.gross wall and ceiling area of the additiom, Note: Owner to fill out ConsuinerIi ormation Form found in Appendix 120.P THE rp�y 0 Barnstable Old Kings Highway Historic District Committee' SAJWST/8� ; 200 Main Street, Hyannis, MA 02601;TEL: 508-862-4787 Fax 509-862-4784 X&M163g-s��0 'F°"""` APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)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 all categories that apply; a 1. Building construction: LI New ❑ Addition ❑ Alteration 2: Type of Building: ❑ House [ Garage/bam ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding, window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: Date: Address of proposed work: House# 3 Z,s Street: --(mod.)1 LL OI,J SE Village t-DIR� I� .VU Assessors Map Lot# /3(—d Description of Proposed Work: Give particulars of work to be done: AJ664J 0 -gyp o Agent or Contractor(print)- W tUA to y+l 1MQl._L_erJ Telephone#: 5_2!)9 71!A�70a bra Address: 3a.5 1LLq!N" 5/ , /34-2-)L�, /'YJ d log Contractor/Agent' signature: NOTE All applications must be signed by the current owner Owner(print): WILL I Avv% 7.-Wl I j 1-1-j w Telephone#: SO Y-7¢-¢—'70a 0 Owners mailing address: 02 .w LZ O W J 60 RV, Al Od-6 Owner's signature: 11-2 2 E For committee use only. This Certificate is eby APPRO DENIED DE C � E Date IJ4?/09 Members signature NOV 0 3 2009 wgad"� TOWN OF BARNSTABLE HISTORIC PRESERVATION AnqF� f appro al: O CA 1 Q:I GMD-GroupslOtd Kings HighwaylOKH New ApplOKH Cert Appropriateness 07.doc • � 1 1 1 • Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 copies Foundation Type: (Max. 18"exposed)(material-brick/cement, other) C w1 fir✓/ Siding Type 15 QL material: IOL4-y Color: a4l%) Chimney Material: Color: ._ Roof Material: (make&style) 94--'w Color: Trim material LG�G. —I4� Color: Roof Pitch: (7/12 minimum) Window: (make/model) ►�aS�� SAr�/f material wpz)✓, color Lt>0*lm Size(s): --- n Door style and make: S CG t w material Ji,r j1!_ Color: fit/ Garage Door, Style S R,a4w Size s Qom. Material s ,,poo Color. Gv1� Shutter Type/Material: Color: Gutter Type/Material: Color: ''- Decks: material Size Color: Skylight, type/make/model/: — material Color: Size: Sign size: Type/Materials: Co Q� Fence Type(max 6 ) Style , material. Color: Retaining wall: Material: �H 9'may 010Comm Lighting, freestanding on building illuminating sign— Please provide samples of paint colors and manufac becer�o�t a indows, doors,garage door, fences, lamp posts etc ADDITIONAL INFORMATION: TOWN OF BARNSTABLE HISTORIC PRESEMVATION Signed: (plan preparer) print name fit//II/A-A-► /77 UGLY tel.no. �Q�.. 7 -' .D Location of application: Street no. Street ( A.�jI (_nk i S 7- Village JAI. /31f&/ , 2 Q:IGMD-Groups101d Kings HighwaylOKHNewApplOKHCer[Appropriateness 07.doc Plans shall include the following: Name of applicant, street location,map and parcel. _Name of Builder Designer, or architect;original signature of plan preparer and stamp;plan date,and all revision dates. ALL NEW HOUSE OR COMMERCIAL BUILDING PLANS MUST HAVE AN ORIGINAL SIGNATURE AND STAMP, IF ANY,BY A REGISTERED ARCHITECT,MEMBER OF 'AIBD, OR A LICENSED MASSACHUSETTS HOME IMPROVEMENT CONTRACTOR,UNLESS THIS REQUIREMENT IS WANED BY THE OKH DISTRICT COMMITTEE. A written and drawn scale. Elevations of all (affected)sides of-the building,with dimensions including height from the natural grade adjacent to the building to the top of the ridge; location and elevation of finished grade,roof pitch(s), . dormer setbacks; trim style,window and door styles. Changes to existing buildings must be clouded on drawings. Landscaping plan,4 copies drawn on a certified perimeter plan containing the following information: Name of applicant, street address,assessor's map and parcel number. Name, address and telephone number of the plan preparer; plan date and dates of revisions. The location of existing and proposed buildings and structures, and lot lines. Natural features of site(e.g.rock outcroppings, streams, wetlands, etc.). Existing buffer areas to remain. Location and species of trees outside of buffer areas greater than 12"caliper to be retained or removed. The location,number, size and name of proposed new trees and plants. Driveway,parking areas,walkways, and patios indicating materials to be used. J Existing stone walls,and.proposed walls including retaining walls for slope retention or septic systems. (for removal of stone walls, file Demolition Form). All proposed exterior lighting and signs. i Sketch or photos of adjacent properties, (1 copy only) A sketch(s)to scale or photographs of nearby adjacent buildings,where present, along both sides of the street frontage, showing the proposed new.house or commercial building in scale.and in relationship to the existing buildings. Please discuss with staff if you do not think this is relevant to your application. Photographs of all sides of existing buildings to remai Ping adderl t ly). Fee according to schedule. D E U Please complete the NOV 0 3 2909 following: . TOWN OF BARNSTABLE olExisting buildin , foot print: HISTORIC PRESERVATION 0 �C Building 1 1 778.100 EX%*S )e' sq. ft. Building 2 9 Existing Building, gross floor area, including area of finished basement: Building 1 A4aoS6 sq. ft. Building 2 New building or addition, foot print: eAPI � Building 1 u g 4- ap.iJ sq. ft. Building 2 s New Building or addition, gross floor.area, including area of finished basement. Building 1 a3oq- sq. ft. Building 2 4 Q:I GMD-Groups101d Kings HighwaylOKH New ApplOKH Cert Appropriateness 07.doc 4. SIGNS Diagram of sign, showing graphics, size, design and height of post,color and materials. Spec sheet. Site Plan on a GIS map or mortgage survey, OR photographs OR to-scale sketch of building elevation showing location of proposed sign; and any tree to be removed near a freestanding sign. Fee according to schedule. S. FOR LIST OF ABUTTERS: PLEASE SEE.OKH STAFF SIGNED (plan preparer) Print auhme 'Ova/& Date: -a / Tel.Phone no's: NOTE PPROVE NOVN2009 DEC 0 9 Z009 TOWN OF BARNSTABLE The Old Kings Highway Historic District Committee MA Y DENY INCOMPLETE SERVATION Town 01 eam> y wa ATTENDANCE AT MEETINGS: If the applicA4wepresentative is not present during the hearing is scheduled, the application may be either CONTINUED OR DENIED APPEAL PERIOD APPROVED PLANS PLAN PICKUP There is a fourteen(14) day appeal period for approved plans. This is necessary for each Certificate of Appropriateness and/or Certificate for Demolition issued by the Old King's Highway Committee. Plans approved by the Old King's Highway Regional Historic District.Committee may be picked up at Growth Management,Regulatory Division, 200 Main Street,Hyannis, after expiration of the 14 day appeal period. If the 14`h day falls on a Saturday, your plans will be available the afternoon of the.following business day. DENIALS Applications that are denied may be appealed to the Old Kings Highway Regional Historic District Commission within 10 days of the filing of the decision with the Town Clerk. For more information, see the Bulletin of the O.ld Kings Highway District Commission. BUILDING PERMITS, OTHER AGENCY CONTACTS In most instances,before commencing work, a Building Permit is required. The Building Division will require a certified plot plan for new construction and/or demolition. Commercial work may require Site Plan approval. Demolitions: the applicant should check.with the Building Division as to conformance with Zoning requirements. Other Regulatory Agencies at 200 Main St, Hyannis MA 02601: Building Division 508-862-4038 Conservation Division 508-862-4093 Health Division 508-862-4644 QUESTIONS ABOUT YOUR APPLICATION? PLEASE CALL THE BARNSTABLE OLD KINGS HIGHWAY OFFICE AT 508 862-4787 5 Q:IGMD-Groupsl0ld Kings HighwayIOKH New AppIOKH Cert Appropriateness 07.doc I R:18042 Mary Cary Septic RepaIAD-M.9s 80421dw918042 ER.dw9,9/2512008 3:23:04 PM,1:20 NOV 0 3 2009 TGWn.I or SE.t i 1f 11 JAMES JENSEN /f x 353 WILLOW STREET MAP 131 PARCEL! 32 App��VE 40= q DEC 0 9 2009 40 / 1 1 Tow K°g58 Highway G ( �$ , / // i % � / � � � i /•_../ �� o C,pt111'f�ittl2Fr , AN --7a / // % / 11 j 1 i it I J i i 6U Ea qq : STONE WALL PROPE LINE (TYP.) 100-FOOT WELD BUFFER // � / o 109-- i I ) _per.--�_ I j fE - APPROXIMAT LOCATIO OF EXISTING ORNAME TAL CAR NS f `0 T l W /F MARK REDWINISTIE NELSON & KRlSTIE KAPP 307 WILLOW STREET EXISTING 3 BED OM D 'LUNG q� / / C.gRD / \ ' MAP 131 PARCEL 020 A B. CD TRU / \\ EN , 325 WILLOWISTREE MAP 131 P EL 01 7 AC 1.6 S J 1 ' l /� 970NE WALL PROPERTY LINE (TYP.) WATER S PPLY WELL 1 GROUND ELEVATION 110.96 1 WATER EVATION=81.76 0 / MEASUR D ON 11/4/2002 SPAC 1 / / 15 ` I. WATER SUPPLY WELL t�7 1 1 lll111777 . STONE WALL PROPERTY �j LINE (TYP.) U FULL BASEMENT a;tw Z / � � 1 ♦ � v �A '��tt. °° 1 °a• -m0_ 3 z5 v 11 L ow ST. w 3(�.TLNy1Wa. y� zi e Swanson Structural, Inc. Paul W.Swanson,P.E. 116 Forest Street Engineering Services commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 Fax 508-520-1334 heavy timber Pau&SivansonStructural.com ES/ =.i/ 5 S ! C D D✓ 7 rt' seo( _!!O,NIPff ; �X/a. Q + C E i M ' --r r*FsUICTORAL rn L— -AID cpll i Ip - --j—� � -r _._.�-_���;--=--T_ --}- ! � ` ; _ -*---�—•-r-- _.9.._ .._ram.__'.__..s.--- - Gl1G _� r _ 1 , 7 A. G Q.ftf ,l --_._._.-.i __r,^_._,..,._rim_,_..�....._.�._.�>;_...--a•- .:.___._`- �___-�__—t-._-_-'r--�•_i=- ._}_._.._. �J o�otc i i ! (2@ 3 4�42 vi I S - — s c�- r Job Name Job Number 35 1 5- Location 32 S k'l L b 0U.) 5 Y 1 WC51- MQA157M L.15 li,14 Sheet of a —Client ,.-6f w- AI_L-i L-).N _� _ -=- - - - -----_-------- ---By..._�l�S-. -- - Date--2 25 Q.9.- - — � r I Swanson Structural, Inc. 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Engineering Sewiees 116 Forest Street commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pauh SwansonStructural.com i I I ! 1 r I ! 1 , I r—,.� _. �--E --.-,-- ..•- -• i __•r t I i I JdAO��`_LZ!� il�t!l�H w�:�•�_QF—i—LE_I� v_Ll/s�;LL�T FLv%� /?k ES 1�2r~J--i s -- I +TFs'JG`TIJfiEt1—ie+rl3: 34 i i j3 ---- - -It �t--. 59;900- � �I I I /'_/ I I�t_LX —/�[Do.% vllR_ �A�j ir(is�►r0.cin5 _JO! nSSvre- le �T--- -f— —i-- r- ----i----a- --- _ At �4)-L �775 _ '• --+ --'� /"/}i 7�d0�'j I_.._.�.... 1 i � j i i -- ! 1 i j i I I— �- — I __ ... : .._ ... o;, C ! I i � o 0 9 0) = 7 3 1/�o�Tit_ID 873 �6'OLT 720 �. .55~,O,C ' ....... i , I � ' Job Name Job Number_3575 Location Sheet of /b __-Client - -- -._ .. - ---- - - --- -- - ---- - --- - -- - - -By-- hf4 - - - Date I Foundation Waal► Design- Inside face Reinforcing Mn=As*Fy*(d-0,.59*(As*Fy/fc'/b)) Bar sizes 1 As= 0.2 inA2 no. dia. inA2 Fy=. 60 ksi ' 3 0.375 0.11 d= 7.8 in actual depth less (cover+1/2 bar) 4 0.5 0.20 b= 12 in 5 0.625 0.31 I fc'= 3 ksi 6 0.75 0.44 7 0.875 0.60 Mn= 91 in-k 8 1 0.79 I 0.85*Mn= 78 in-k (,3.9 '''� D� 9 1.128 1.00 10 1.27 1.27 11 1.41 1.56 14 1.693 2.25 18 2.257 4.00 I i i I i I I � W r I U1 1iiif✓��,. UI N :jj r o ° Svc o CO . r , 9 S1b��S� i I Main Wind Force Resisting System—Method I h 5 60 ft. Figure 6-2 Design Wind Pressures . Walls& Roofs a; Enclosed Buildings F.. . K E : .H .G � E Ogg. Transverse N. O COM Longitudinal ' 4 _ - � T' Notes: 1. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1 m),for 1=1.0. Adjust to other ` exposures and heights with adjustment factor%. _a 2. The load patterns shown shall be applied to each comer of the building in turn as the reference comer.(See Figure 6-10) a' 3. For the design of the longitudinal M WFRS use B=0°,and locate the zone E/F,G/H boundary at the mid-length of the building. ` 4. Load cases 1 and 2 must be checked for 25°<B<_45°. Load-case 2 at 25°is provided only for interpolation between 25°to 30°. VVV 5. Plus and minus signs signify pressures actin toward and away from the projected surfaces,respectively. - -' `� �fY P g Y P J 6. For roof slopes other than those shown,linear interpolation is permitted. 7. The total horizontal load shall not be less than that determined by assuming ^ham ps=0inzonesB&D. ;aV>' . 8. The zone pressures represent the following: FT f Horizontal pressure zones-Sum of the windward and leeward net(sum of internal and external)pressures on vertical projection of- A- End zone of wall C- Interior zone of wall B- End zone of roof D- Interior zone of roof Vertical pressure zones-Net(sum of internal and external pressures on horizontal projection of: )P P J 1 E- End zone of windward roof G- Interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof r . 9• Where zone E or G falls on a roof overhang on the windward side of the building,use EOH and GoH for the,pressure on the horizontal Projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. r_,� 1 10. Notatinn_• _ a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension ra h: Mean roofhei ° ght,in feet(meters),except that eave height shall be used for roof angles<]0 . 0' Angle of plane of roof from horizontal,in degrees. I. �;1re�W _: Mrnlrnum Design Loads for Buildings and Other Structures 41 F3, Main Wind Force Resisting System-Method 1 It<-60 ft. r Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure , PS3o (PSf) (Exposure 8 at h=30 ft. with 1=1.0) _ d Zones Basic Wind Roof �j Vertical Pressures Overhangs '- Horizontal Pressures Speed Angle Ca (mph) (degrees) A B C D E F G H Eoti GoH _ 0 to 5° 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3. -15.1 85 20° 1 15.9 -4.2 10.6 . -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 •4.6 -7.0 -11.9 -10.1 2 -- -2.4 -4.7 -0.7 -3.0 - 30 to 45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0707 1 12.8 6.7 8.5 -4.0 -15.4 8.8 10.7 -6.8 -21.6 -16.9 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 10.7 -7.2 -21.6 -16.9 15° 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 90 20° 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 10.7 8.1 -21.6 -16.9 25° 1 16.1 .2.6 11.7 2.7 7.2 9.8 -5.2 -7.8 -13.3 -11.4 2 -2.7 -5.3 -0.7 -3.4 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 8.9 -26.7 -20.9 15° 1 T99 -6.6._- 3.3_-3. =19.1 -12.4 -13.3 -9.5 -26.7 -20.9 1®® 20° 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 -- 3.4 6.6 -0.9 -4.2 - 30 to 45 1 . 17.8 12.2L 9.8 1.4 10.8 0.5 -9.3 -6.3 -7.2 2 17.8 12.2 9.8 6.9 5.3 5.9 -3.8 6.3 7.2 0 to 56 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 1 24.1 -8.0 16.0 �3.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 110 �,�0 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 A 4 -7.9 -1.1 -5.1 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 4.6 -7.6 $.7 0 to 5° 1 22.8 -11.9 15.1 -7.0 -27.4 .15.6 -19.1 -12.1 -38.4 -30.1 10° 1 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15° 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 120 20° 1 31.6 -8.3 21.1 �.6 -27.4 19.1 19.1 14.5 -38.4 30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 13.9 -23.7 20.2 2 -4.8 -9.4 -1.3 -6.0 30 to 45 1 25.7 17.6 20.4 14.0 2.0 15.6 0.7 -13.4 9.0 10.3 2 25.7 17.6 20.4 14.0 9.9 7.7 8.6 5.5 9.0 10.3 0 to 5° 1 26.8 -13.9 17.8 -8.2 -32.2F-21.0 -22.4 14.2 -45.1 35.3 10° 1 30.2 12.5 20.1 -7.3 -32.2 22.4 15.1 �5.1 35.3 15° 1 33.7 -11.2 22.4 -6.4 -32.2 -22.4 -16.1 -45.1 -35.3 )n^ 1 37.1 9.8 24.7 -5.4 32.2 -22.4 17.0 �5.1 35.3 a 1 30 [a33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.-5.7 -11.1 -1.5 -7.1 0.120.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 0.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 12.1 ( Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 s S i ASCE 7-02 42 vs2 = Nominal unit shear capacity for side 2,lbs./ft. 4.3.3.3 Summing Shear Wall Lines: The nominal shear capacity for shear walls in a line utilizing shear walls (from Column A,Table 4.3)- sheathed with the same construction and materials, shall I v. = Combined nominal unit shear capacity of two- be permitted to be combined. sided shear wall for seismic design,lbs./ft. 4.3.3.4 Shear Capacity of Perforated Shear Walls: The nominal shear capacity of a perforated shear wall shall be Nominal unit shear capacities for shear walls sheathed taken as the nominal unit shear capacity multiplied by the with dissimilar materials on the same side of the wall are sum of the shear wall segment lengths, 7-Li, and the ap- not cumulative. For shear walls sheathed with dissimilar propriate shear capacity adjustment factor,Co,from Table materials on opposite sides, the combined nominal unit 4.3.3.4. shear capacity, vsc or v,,,c, shall be either two times the smaller nominal unit shear capacity or the larger nominal unit shear capacity,whichever is greater. Exception:For wind design,the combined nomi- - ---nal unit shear capacity vw�,of shear walls sheathed with a combination of wood structural panels and gypsum wall-board on opposite sides shall equal the sum of the sheathing capacities of each side separately. i Table 4.3.3.4 Shear .Cap CRY Adjustment Factory C,- - MAXIMUM OPENING HEIGHT' WALL HEIGHT, h h/3 h/2 2h/3 5h/6 h _ - - 8'_Wall- - -- ._ .- 2'-8'- --4'-0"-- ._...-5_-4-"- -------.- 6-8 - - _8. 0 . 10'Wall T-4" 6-0" 6-13" 8'-4" 10'-01, Percent Full-Height Sheathing 2 Effective Shear Capacity Ratio 10% 1.00 0.69 0.53 0.43 0.36 20% 1.00 0.71 0.56 0.45 0.38 30% 1.00 0.74 0.59 0.49 0.42 40% 1.00 0.77 0.63 0.53 0.45 50% 1.00 0.80 0.67 0.57 0.50 60% 1.00 0.83 0.71 0.63 0.56 70% 1.00 0.87 0.77 0.69 0.63 80% 1:00 0.91 0.83 0.77 0.71 90% 1.00 0.95 0.91 0.87 0.83 100% 1.00 1.00 1 1.00 1.00 1.00 The maximum opening height shall be taken as the maximum opening clear height in a perforated shear wall. Where areas above and below an opening remain unsheathed,the height of the opening shall be defined as the height of the wall. 2 The sum of the lengths of the perforated shear wall segments divided by the total length of the perforated shear wall. AMERICAN WOOD COUNCIL r � ' a Table 4.3A Nomintial Unit Shear Values for Wood;Frame Shear Wallsa,- Wood-based Sheathing A B Minimum Minimum SEISMIC WINDes Fastener Nominal Fastener Panel Edge Fastener Spacing inch Panel Edge Fastener Spacing inches Sheathing Material Panel Penetration in 6 4 3 2 Type r3<Size 6 4 3 2 Thickness Framing v_s G_a v_s G_a v_s G_a v_s G_a v_w v _w vw v w (inches) (Inches) 1 (kips/in I kl sAn I kI srin I (kips/in I I I 1 Nall(common or galvanized box) Wood Structural 5/16 1-1/4 6d 400 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels-Structural Id 3/8b 460 19.1), 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 7/16° 1-3/8 8d 510 16.0 790 21.0 1010 27.0 1340 40.0 715 1105 ' 1415 1875 15/32 560 14.0: 860 18.0 1100 24.0 1460 37.0 785 1205 i 1540 2045 15/32 1-1/2 10d 1 680 22.0, 1020 29.0 1330 36.0 1740 50.0 950 1430-1 1860 1 2435 5/16 1-1/4 360 13.0' 540 18.0 700 24.0 900 37.0 505 755-1 980 1260 l 3/8 .6d 400 11.0. 1 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 I Wood Structural 3/8 b 440 17.0I 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 Zi Panels-Sheathings 7/16b 1-3/8 Sd 480 15.0,1 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 T 15/32 520 13.0i 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 0 I 15/32 1-1/2 10d 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 cmn; 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 Ro Nail(galvanized casing) D i Plywood Siding 5/16 1-1/4 6d 280 13.0 420 16.0 550 17.0 720 21.0 392 588 770 1008 ' 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 448 672 868 1148 U ` Nail(common or ( Particleboard galvanized box) o l Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 1 505 645 1 840 ' (M-S"Exterior Glue" 3/8 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 880 o and M-2"Exterior z Glue" 1/2 280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 1/2 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 770 1010 1290 5/8 1 400 21.0 610 23.0 790 24.0 1040 26.0 560 855 1105 1455 Nail(common or galvanized roofing) 8d common or 11 ga.galv. Fiberboard Sheathing 1/2 roofing nail(0.120"x 1 1/2" 340 4.0 460 5.0 520 5.5 475 645 730 Structural long x 7/16"head) 8d common or 11 ga.galv. 25/32 roofing nail(0.120"x 1 3/4" 360 4.0 480 5.0 540 5.5 505 670 755 I long x 7116"head) I I a. Nominal unit shear values shall be,adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements see 4.3.6. For specific requirements,see 4.3.7.1 ibr wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are applied with long dimension across studs. c. For framing grades other than Douglas-Fir-Larch or Southern Pine,reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[1-(0.5-G)],q,here G=Specific Gravity of the framing lumber from the NDS. The Specific Gravity Adjustment Factor shall not be greater than 1. d. Apparent shear stiffness values,G a,are based on nail slip and panel stiffness values for shear walls constructed with OSB panels. When plywood panels.are used,shear wall deflections should be calculated in accordance with the ASD Wood Structural Panels Supplement. I SMiSAS 9NUSISM-33210A IVH31V-1 ♦ • _ +.1�•.I.-. _.§7 l+... Y Q.,"A ,t Sk.#`a, .G'� _ �f:�iS• .�'+rn "f ,SS'f ^ '2, O HoldownI 1 6 This product Is preferable to similar connectors because of _+-I r W a)easier installation,b)higher loads,c)lower Installed cost, W or a combination of these features. Post size by Designer F- o The HDU series of holdowns combine the advantages of low `' o 0 deflection and high capacity from the pre-deflected geometry with the ease of installation-of Simpson's patented SDS screws. HDU SPECIAL FEATURES: pilot Holes for �4 •Pre-deflected body virtually eliminates deflection due Manufacturing _ Pressubarriere-treated -ta ateed to material stretch. (Fastener =�« ;P.,.q° ;: P., ° y •Uses SDS screws which install easily,reduces fastener slip, not required) required b and provides a greater net section area of the post ` ;:. �~- - ft compared to bolts. •SDS 1/o°x2l/z'screws are supplied with the holdowns. _,.. •: (Lag screws will not achieve the same load.)This ensures the ,.o;, �_.:= • proper fasteners are used and is convenient for the installer. ' •No stud bolts to countersink at openings. MATERIAL:See table. FINISH:Galvanized f `- •° °•,o:' INSTALLATION: n a; .: 'C 'e •Use all specified fasteners.See General Notes. �e ` -.r ,...:t` Vertical HDU Installation •Place the HDU over the anchor bolt. •No additional washer required. HDU maybe installed raised off •To tie double 2x members together,the Designer must determine HDU the sill plate with no increase in the fasteners required to bind the members to act as one unit deflection values(see note 7). without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed finger-tight plus 1/3 to'/z turn with a hand wrench,with consideration anchorage solutions(see page 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. I Dimensions .....Fasteners—_. ._-Allowable Tension Loads Holdown.Deflection Model Ga umb pde at igheshAlt --- °' W H It of SDS Ref. Bolt- ° (133/i60): (1331160) Design Load. HDU2-SDS2.5 14 3 8"/ie 3'/a 1'/a 5/e 6 2625 2260 0.017 HDU4-SDS2.5 14 3 101SAs 3Ya 1'/a % 10 4190 3600 0.049 HDU5-SDS2.5 14 3 133/,6 3'/a 1Ya 5/e 14 5430 4670 0.061 146.160 HDUB-SDS2.5 10 3 16% 3Y2 1'/a -0:037'—""— HDUI1-SDS2.5... 10 3.. 221/. 3'/z 1�/a 1— 30 11275 9695 0.040 N W 1.Allowable loads have been increased for earthquake or wind load durations with - 8.Deflection at Highest Allowable Design Load: a no further increase allowed;reduce where other load durations govem. The deflection of a holdown measured between the a 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown CS deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS'/dx2'/2 screws. in the catalog table.This movement is strictly due Q 3.The Designer must specify anchor bolt type,length and embedment. to the holdown deformation under a static load - 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. R the wide face of the column. 9.Tabulated loads may be doubled when the HDU is W 5.Post design shall be by Designer. installed on both sides of the wood member provided 6.SDS screws install best with a low speed IN right angle drill with a W hex head driver. either the post is large enough or the holdowns are 7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. Refer to note q,page 14 for installation Instructions of raised holdowns. H _ 2 O a Lo N � , O _ _ I - •l l f 1 N n O N The Anchor.Tiedown System(ATS)is a method for anchoring shearwalls in mid-rise wood frame construction to resist large f B uplift forces in stacked shearwall systems caused by earthquakes and high winds.The revolutionary ATS method restrains - overturning forces through bearing plates and Simpson _ = Strong-Rod providing a high capacity restraint system far ,4jF exceeding the capacity of traditional holdowns.The patented _ 0' ATS also offers Take-up Devices to compensate for wood shrinkage and settling common in mid-rise Construction. iL I For design information request CATS or visit www.strangtio.com. t ` Free ATS Selector :::T I; _. . ' Software available - _ -_ _ •.;.-:.• .•;•�• 35 '7/ Uniformly Loaded Floor Beam[AISC 9th Ed ASD 1 Ver:7.01.14 By:Joe Madera,Shepley Wood Products on: 11-04-2009: 1:13:22 PM Protect: BILL MULLIN-Location: BARN BEAM 1 Summary: A992-50 W10x39 x 20.0 FT Section Adequate By: 100.5% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.33 IN=U722 Total Load: TLD= 0.48 IN=U500 Reactions(Each End): Live Load: LL-Rxn= 5600 LB Dead Load: DL-Rxn= 2490 LB Total Load: TL-Rxn= 8090 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.03 IN Beam Data: Span: L= 20.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 560 PLF Beam Self Weight: BSW= 39 PLF Beam Total Dead Load: wD= 249 PLF Total Maximum Load: wT= 809 PLF Properties.for:W10x39/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.92 IN Web Thickness: tw= 0.32 IN Flange Width: bf= 7.99 IN Flange Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.03 IN Moment of Inertia About X-X Axis: Ix= 209.00 IN4 Section Modulus About X-X Axis: Sx= 42.10 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.19 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.54 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 31.49 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 7.16 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 28.13 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 40450 FT-LB Nominal Moment Strength: Mr- 115775 FT-LB Controlling Shear: V= 8090 LB Nominal Shear Strength: Vr= 62496 LB Moment of Inertia(Deflection): Ireq= 104.26 IN4 1= 209.00 IN4 OF 4,41A y�{ PAUL w- S`NANSON Cu eTh�CTURAL No. 35334 1 Lr 9 a9 Uniformly Loaded Floor Beam(AISC 9th Ed ASD 1 Ver:7.01.14 By:Joe Madera ,Shepley Wood Products on: 11-04-2009 : 1:13:23 PM Project:BILL MULLIN-Location:BARN BEAM 1 Summary: A992-50 W10x39 x 20.0 FT Section Adequate By: 100.5% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.15 IN Live Load: LLD= 0.33 IN= U722 Total Load: TLD= 0.48 IN= U500 Reactions(Each End): Live Load: LL-Rxn= 5600 LB Dead Load: DL-Rxn= 2490 LB Total Load: TL-Rxn= 8090 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.03 IN Beam Data: Span: L= 20.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 560 PLF Beam Self Weight: BSW= 39 PLF Beam Total Dead Load: wD= 249 PLF Total Maximum Load: wT= 809 PLF Properties for:W10x39/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.92 IN Web Thickness: tw= 0.32 IN Flange Width: bf= 7.99 IN Flange Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.03 IN Moment of Inertia About X-X Axis: Ix= 209.00 IN4 Section Modulus About X-X Axis: Sx= 42.10 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.19 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.54 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 31.49 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 7.16 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 28.13 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 40450 FT-LB Nominal Moment Strength: Mr- 115775 FT-LB Controlling Shear: V= 8090 LB Nominal Shear Strength: Vr- 62496 LB Moment of Inertia(Deflection): Ireq= 104.26 IN4 1= 209.00 IN4 OF i> q` PAUL W. 4:"+ e S`NANSON nt- 1 STRUCTURAL �` ` No, 35334 //jyFgS F r MEti Uniformly Loaded Floor Beamf AISC 9th Ed ASD I Vet:7.01.14 By:Joe Madera,Shepley Wood Products on: 11-04-2009 : 1:13:37 PM Protect: BILL MULL,N-Location: BEAM 2 Summary: A992-50 W10x15 x 16.0 FT Section Adequate By: 100.8% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.11 IN Live Load: LLD= 0.27 IN=U723 Total Load: TLD= 0.38 IN=U510 Reactions(Each End): Live Load: LL-Rxn= 2880 LB Dead Load: DL-Rxn= 1200 LB Total Load: TL-Rxn= 4080 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.57 IN Beam Data: Span: L= 16.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 2.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 360 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 150 PLF Total Maximum Load: wT= 510 PLF Properties for:W10x15/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.00 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 4.00 IN Flange Thickness: tf= 0.27 IN Distance to Web Toe of Fillet: k= 0.57 IN Moment of Inertia About X-X Axis: Ix= 68.90 IN4 Section Modulus About X-X Axis: Sx= 13.80 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.00 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.41 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 43.48 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66'Fy: Lc= 3.58 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 41.13 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 16320 FT-LB Nominal Moment Strength: Mr- 37950 FT-LB Controlling Shear: V= 4080 LB Nominal Shear Strength: Vr- 46000 LB Moment of Inertia(Deflection): Ireq= 34.32 IN4 1= 68.90 IN4 OF PAUL +( SINA SIN F'i3i STRJ�rU4iAL cn 01353 PPOFTHE►, Town of Barnstable • BARNSTABLE.p Regulatory Services Y MASS. 0 �' Building Division rF0 MPS '✓ 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 "Fax: 508-790-6230 r jInspection Correction Notice Type of Inspection h Location ?ar �i!/, e2d �T/��� V�ermit Number Owner Builder One notice to remain on job site, one notice on,file in Building Department. P f T e�foll �wing items need correcting: n�j V y � o el. j, Please call: 508-862-403$ for re-inspectio Inspected by Date ��'/®� z r � 1 � i 1 ��`� N p x r'• x o a�, �}'�. mot• 3 =g., vi aye 43 I I II N � j � C �9 v\ 2 `A V _ "' J r1 O 3 'ro•o•n � �... +.. i h � I _ l J i o a ff d �pa ILoc^ � 3 ° �cl N 196 F 1014fbk'+f 1l' %Vl 114/ �� � � ► sZ sos-�b�4�Fl. j i i Q d M • 3 i -• i i I I • s�z sos -Nno�l �(aN0 alum 15,ai4 •�•o„�I 1,0.9-.L..21x.�.,g�5 i r - J� 3 S Z 505 i wsL�LJI 3 � Li Sal 4 ZfaNfvM -via rrb„9� f . s'Z SOS_�n0fl j - i i I : I • i I ' �ZLe,, � rW ? i!I \o r - I . I — S i v II• A, o, f:i .. i iZ '&,,,gzC i i a � LA a a� i z 3 i a G ° a -: Nr7 fi 4VN !r IL Val e � o N O r ... zi ' 200% xtb H ' I. I I i o . t a .z. J o a sly. i .i P i • �� cr�... h �I� �y rj't I I % I I i ' 74 i -\ Ob I 1 I 1 1 t I I I I I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 13 Parcel 0(9 Application # Health Division Date Issued V IC�Q Conservation Division Application Fee Planning Dept. Permit Fee �a0 cz5b Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis � . Project Street Address _ 325 W( 1160 ST Village Owner W ffl f w► Milli 1 0 Address 3 ZS i-A I /ow S77 W, /4W1/!'14 p Tele hone � �-- -7 �� ,7� ZO Permit RequestZ� la 1- 1MO V& L4)( AJDOL S) . 0 D 0 LZS —1 S Square feet: l st floor: existing 1 f W proposed 4S 2nd floor: existing proposed OLO Total new /Z'5' Zoning District Flood Plain Groundwater Overlay Project Valuation o-, Construction Type Ud®09 f f Lot Size 'r' 1 �� ., Grandfathereci: 0 Nes ❑ No If yes, attach supporting documentation. CZ Dwelling Type: Single Family V' Two Family El Multi-Family(# units) ' Age of Existing Structure 0'2 2 Historic House: ❑"Yes ❑ No On Old King S_Wighway;,,5' ❑ No Basement Type: 63 Full Crawl ❑Walkout ❑Other : Basement Finished Area(sq.ft.) Basement Unfinished Area(sq ) / f Number of Baths: Full: existing 1 new 2— Half: existing new r Number of Bedrooms: existingl�new Total Room Count (not including baths): existing new Q First Floor Room Count Heat Type and Fuel: dGas ❑ Oil ❑ Electric ❑ Other // Central Air: ❑Yes 4lo Fireplaces: Existing New Existing wood/coal stove: ❑Yes dNo Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing enew size//oq- Attached garage: ❑ existing ❑ new size _Shed: B"existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ . Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name W0 1 1 1'Vv l MO`Gyo Telephone Number i Address 3 a5J W(1(LW 1 License# WL I✓ALA-"- Home Improvement Contractor# t Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO wv-- c3 c- (�w-2W -7-92+4•Ufvor, 57,1-7-6w SIGNATURE DATE `' 7 e T FOR OFFICIAL USE ONLY c. APPLICATION# DATE ISSUED ?� MAP/PARCEL NO. ADDRESS - . ,. '• ' VILLAGE OWNER n DATE OF INSPECTION: i FOUNDATION or�tce✓' Z���a,� I :FRAME INSULATION al 15 j/ 1-�nR_xeIC- �_ * co pmc•6LZ- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED•OUT i ASSOCIATION PLAN'NO.- I The Commonwealth ofhfassachusetts Department ofIndustrialticcidents Office of Investigations 600 Washington Street Boston, AM 02111 kv,J� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant laformation Please Priut Legibly Name (Bus iness/Organiration/Individual): 1���� /�/(//�l/�✓ Address: � I eAz&M ej T City/State/Lip: 1A'r Q '0V 0",j: Pbone.#: 744t-7oao -- ;L-07— Are you an employer? Clieck the appropriate box: Type of project(required): 1.❑ I am a Y emP 10 er with_ 4. ❑ I am a general contractor and I 6. New construction . employees (full and/or part-6M.C),* have hied the sub-contractors 2.❑ I am.a sole proprietor or partuer- listed on the attached sheet- ?. ❑ Remodeling ship and have no employees These sub-contractors have g• ❑ Demolition workingacit employees and have workers' .for me in any capacity.Y• 9. ❑ Building addition [No workers' comp. insurance comp. insurance-1 r red. 5. ❑ We are a corporation and its 1.0.❑ Electrical repairs or additions 3.' I am a homeowner doing all work officers have exercised their 11.❑ Plumbia.g repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.) t C. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant thatchecks box III must also fill out the section below showing 0icir workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and 0un.hirc outside.contractors must submit anew affidavit indicating such. tContractors(hat check this box must attached an additional short show ng the name of flee sub-contractors and stale whcthrr or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. X rare art employer that is providing workers' coiriperrsrr.tiort irisurrcrcce fur my employees. Below is the policy and job site urforrna.tion. Insurance Company Name:_ Policy/I or Self-ins. Tic. #:_ Expiration Date: Job Sil:e Address: l City/State/Zip: Attach a copy of the workers' compensation policy declaration page (sbowing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGT c. 152 can lead to the imposition of criminal penalties of a line iip to $1,500.00 and/or one-year unprisonment, as well as civil penalties in the form of a STOP R'ORK ORDER and a fare of up to $250.00 a day against the violator. Be advised that a copy of this statement may be foim,arded to the Office of Investigations of the DIA for insurance coverage verification .I do her certify un . r the pains and penalties ofperjury that(fie irtformation provided above is true and cote�4 Signature: Date: G 1-, 7 _ Phone#: Official u.se only. Do not iurite in this area, to be completed by city or town official City or Town: Peruut/License # Issuing Authority (circle one): 1.Board of Health 2.Building Department 3:City/Town Clerk 4.Electrical Inspector 5. PIumbing Inspector 6, Other Contact Person: _ Phone#: n1. I ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIALCONSTRUCTION (780 CMR 61.00) Applicant Name: II I fir►'► yv� L �r> Site Address: P,r„r Town: Applicant Phone: —?a?-D -.VlWt Applicant Signature: Date of Application: N r W CONSTRUCTION: choose ONE of_the followingtwo options 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Wall Perimeter AFUE rISPF SIsIR U..factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Cnergy R-10, Conservation Act(NAECA)of 35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater as a licable Note: This form is not required if you choose either of the two versions of RRSc/ieck as.listed below. Option 2: � RTScheck Version 4.1.2 or later variant software analysis must-be completed (780 CMR 6107.3.2 IRE'Scheck--Web which can be accessed at http://www.energycodes.gov/reschecly :'11.DDZ'I-'IONS OR A:LTEI2A..TIONS TO"'EX-ISTING�B'UILDINGS.'OVER 5,Yti'AgS OLD* ADuildings under 5 years old must use option#1 or#2 in New Construction section above. Cornplete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) SF 100 X. — _ %.of glazing (b) Glazing area equals. SF b a If _lazing is'<.40%o use.thc chart below. If.glazi>i Ji&X40.% proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOGY-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ Fenestration Exposed floors Wall Floor Basement Wall R-Value U-factor R-Value R-Value R-value R Value and De th 3 9 R-37 a R-13 R-19 R-10 R-10, 4 feet R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.not Compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined.gross wall and ceiling area of the addition. Note:. Owner to fiII out Consumer fnformation Form (found in Appendix 120,P) 8 �j ZHE 1p Town of Barnstable -- „�. Regulatory Services BAPNn,mM : Thomas F.Geiler,Director Muss �'PrFt)Nli•�'•e� Building Division Tom Perry,Building Commissioner 200 Main.Street,—Hyannis,MA 02601 vrww.town.b arnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print / DATE: L l �, `� ) JOB LOCATION: 02 �lll0�'TJ S✓ (j(�, !jam/�v_f7;13L number �n street village q� "HOMEOWNER": 114a I 1 J11l dy `Jy�"2 —70oZC7 ozo IF0-1 / name home phone# work phone# CURRENT MAILING ADDRESS: t Ito t J S T �F city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and i to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and Si of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this.section.(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness bftcn results in serious problems,particularly when the homeowner hues 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 helshe 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:forms:homeexempt Tti Town of Barn-stable Regulatory Services . Thomas F.Geiler,Director i639- `�� iOrE0.19 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 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION a3onnN 7MMvao - a351A3l1 .O a`� :azvo 1✓UI U AB NMVUO :AB 03AOnddV an.Ls VA. s 1 Z,a1 1bd*.-A 7- N:�•:�t�� �':JIP'1C-\ CU�.LNI,y�1 'S�orJa �JOQM�"ivj IIZ� ! �1'T�M'3���:> - _ � u � �a.i•H/'+� .LC'�d�"ai).'.fir.\i•��.�" ,l,cv,h,�j, ry��`��1� Y1:S�1'lG) '^i�:'�.\_�!�-j9 •�. Qc�c-rl�'h _ i, �`" ��L// � ' . rt',111r•7c7-'17� 21 Ma N. Q 1 X�j ..C MO'Zlry 1 I?FB p Its - c --b %5�. sli qq, � 9 t I � _._.-.---- - _ --- ------......-_........ -..............._........_.........._..-:._........__._...._....-..._. _ ..__..: ..._..........- ---- - ._......_....— r- , LIEY - 1199tLL 4 I I K' 0 �Y °F'HET°``y Barnstable Old Kings Highway Historic District Committee BARNSfABLF- , 200 Main Street, Hyannis, MA 02601i TEL: 508-862-4787 Fax 508-862-4784 Op a b3 q. rFO MAY APPLICATION, CERTIFICATE OF APPROPRIATENESS a' Application is hereby made,with four(4)complete sets, for the issuance of a Certificate of Appropriateness und8FSection 6 Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,drawy' s, or '`,vr'.;P photographs accompanying this application for: O Check all categories that apply; � i 1. Building construction: zrxew Addition ITAlteration 9 �1 2. Type of Building: ❑ House ErGarage/barn ❑ Shed ❑ Commercial ❑ Other a A 3. Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding, window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: Date: Address of proposed work: House# Street: J I L.Lo 0 " Village d. 'JO!' AA) Assessors Map Lot# Description of Proposed Work: Give particulars of work to be done: MiEW A i&> A 00 Vd)1ZA"0:v ,, Agent or Contractor(print): (JI d l rq: ,x Telephone.#: 50 d�"`-2 ^` 74 R Address: 'Wit t .S e 02—U« �L.4. F Contractor/Agent'signature: _ a NOTE All applications must be signed by the current owner Owner(print): '11/ &iyl m a L L-1 ky Telephone#: by a d' 714 4� `°' 7 0 Owners mailing address: J ?1 Owner's signature: ��� For committee use only. This Certificate is here PPROV /DENIED D E C W E Date /o Itl U Members signa OCT 0 2 2008 (30d), &4_4 Lv TOWN OF BARNSTABLE HISTORIC PRESERVATION —� Any co SO roval: L 1 Q:IGMD-Groups101d Kings HighwaylOKH New AppIOKH Cert Appropriateness 07.doc { Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Type: (Max. 18"exposed) (material -brick/cement, other) (Z'r5 l" dIr ` Siding Type l"r material: �15 1&4-4) Color: 4V Chimney Material: Color: Roof Material: (make& style) --5 PZ-- + Color: 5 Trim material 'PmL4 Color: Roof Pitch: (7/12 minimum) y, � � Window: (make/model) °', , , material " `, - color Xea� "' Size(s): � ' Door style and make: 654- =' material s t ro�'o W, Color: X Garage Door, Style Size .5 0 4L_Material e 'rft -a,_- Color S I Shutter Type/Material: /ok* Color: 4 g• k 4W. `' Gutter Type/Material: Color: Decks: material Size Color: ry- Skylight, type/make/model/: material = Color: Sign size: p" Type/Materials: "''"� Color: �s"aa�ay Fence Type (max 6' ) Style , material: '" Color: Retaining wall: Material: Ora co Lighting, freestanding ' on building _ illuminating sign S Please provide samples of paint colors and manufacturers brochure of style of windo�+s ulg�ra e1d , fences, lamp posts etc D ADDITIONAL INFORMATION: 008 1 Signed: (plan prepaier) ' '°` print name jw&lgill tel.no. b } '7 � tj Location of application: Street no. .� Street , Village ' , 2 Q:IGMD-Groups10id Kings HighwaylOKH New AppIOKH Cert Appropriateness 07.doc i f Plans shall include the following: Name of applicant, street location, map and parcel. Name of Builder Designer, or architect; original signature of plan preparer and stamp; plan date, and all revision dates. ALL NEW HOUSE OR COMMERCIAL BUILDING PLANS MUST HAVE AN ORIGINAL SIGNATURE AND STAMP, IF ANY, BY A REGISTERED ARCHITECT, MEMBER OF AIBD, OR A LICENSED MASSACHUSETTS HOME IMPROVEMENT CONTRACTOR, UNLESS THIS REQUIREMENT IS WAIVED BY THE OKH DISTRICT COMMITTEE. A written and drawn scale. _Elevations of all (affected) sides of-the building, with dimensions including height from the natural grade adjacent to the building to the top of the ridge; location and elevation of finished grade,roof pitch(s), . dormer setbacks; trim style, window and door styles. Changes to existing buildings must be clouded on drawings. Landscaping plan,4 copies drawn on a certified perimeter plan containing the following information: Name of applicant, street address, assessor's map and parcel number. _Name, address and telephone number of the plan preparer; plan date and dates of revisions. The location of existing and proposed buildings and structures, and lot lines. Natural features of site (e.g.rock outcroppings, streams, wetlands, etc.). Existing buffer areas to remain. Location and species of trees outside of buffer areas greater than 12"caliper to be retained or removed. _The location,number, size and name of proposed new trees and plants. Driveway,parking areas, walkways, and patios indicating materials to be used. Existing stone walls, and proposed walls including retaining walls for slope retention or septic systems. (for removal of stone walls, file Demolition Form). All proposed exterior lighting and signs. Sketch or photos of adjacent properties, (1 copy only) &A sketch(s)to scale or photographs of nearby adjacent buildings,where present, a both s� es` ie street frontage, showing the proposed new house or commercial building in scale and in relati�bli�to the e*sting buildings. Please discuss with staff if you do not think this is relevant to your application. `0ao�'C5al e a G Photographs of all sides of existing buildings to remain, or being added to (1 set only. Fee according to schedule. Please complete the following: Existing building, foot print: t Building 1 `2,4r_®�_14 iD06sq. ft. Building 2 104, N4a Existing Building, gross floor area, including area of finished basement: Building 1 sq. ft. Building 2 New building or addition, foot print: � �( 1 1EE Building 1 + 4S& s . ft. Buildin 2 II 11 New Building or addition, rocs! floor area, including area of finished baseme f 1 lll. 'lOG3 i` Building 1 2. 4. `� t4 oV 5p— sq. ft. Building 2 '.' 4 Q:I GMD-Groups101d Kings Highway10KH New AppIOKH Cert Appropriateness 07.doc _y ti '7 � i Z �. / �y .ti\ � t A, a lot r 14, CERTIFIED PLOT PLAN LOCATION SCALE ./i._ .Sw' i,./ DATE !�'fi9 j. 2vso \ �fW PLAN REFERENCE �?!f? .! !. . . . . . . . . . tH OF MASs� f ' EDWARD I CERTIFY THAT THE ..6U!LDint� ci 'Y3� ,CyJ/—, � N ' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND JNo. 26100 o AS SHOWN HEREON AND THAT IT CONFORMS TO THE GISTERESs SETBACK REQUIREMENTS OF THE TOWN OF QA`AL LAp� 1 �M.s.Yf!< � : . , . .WHEN CONSTRUCTED. DATE REGISTERED LAND SURVEYOR Li Town of Barnstable* " *Permit# Q y3D Expires 6 months from issue date Regulatory Services Fee O Thomas F.Geiler,'Director, Building Division XPRESS PERMIT Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 JA N 0 3 2006 vrww.town.barnstable.ma.us Office: 508-862-4038 TOWN 0FF1aArAW,,qfAAjP EXPRESS PERMIT APPLICATION - RESIDENTIA.L ONLY Not Valid without Red X-Press Imprint j� \ Map/parcel Number V O Property Address ��� ��),` Ov �T aAJ LL�--J�' {e esidential Value of Work JC�U�' Minimum fee,of$25.00 for work under$6000.00 Owner's Name&Address pp, O c Contractor's Name V CA-Z. � '� Telephone Number �9� Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) w.Workman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name ��,�\j QIL�� 17 0 s, Workman's Comp.Policy# V na�5 Copy of Insurance Compliance Certificate must be on file. .1 Permit Request(check box) \ ` QC Qmp- `(�dC-e � Q I's Re-Re (stripping old shinles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) "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. Home ImproveAent Contractors cease is required. SIGNATURE: 0 N Q:Forms:expmtrg Revise071405 Town of Barnstable Regulatory Services -" Thomas F.Geiler,Director astrss. 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 Property Owner Must Complete and Sign This Section If Using A Builder I ,as Owner of the subject property L� hereby authorize �N iJ to act on my behalf; in all matters relative to work authorized by this building permit application for: �25 (Address of Job) Signature of Owner Date Print Name QXoWa:0WNERFERMMS10N pp Board of Building Regu latf ons an =an �ars One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement`Contractor Registration Registration: 103714 Type: Private Corporation Expiration: 7/9/2006 PAUL J. CAZEAULT & SONS, INC_• `: Paul Cazeault 1031 MAIN ST OSTERVILLE, MA 02658 Update Address and return card.Mark reason for clung Address Rcncival Employment Lost Card DPS-CAI Co SOM-04/04-G701216/� O�✓!�(.QddCZGtUdC�b -- .. _. Board of Building Regulations and Standards - HOME IMPROVEMENT CONTRACTOR License or registration valid for iudivillnl Ilse()Illy Registration:. 103714 before(Ilk!expiration dale. If found rcluru l(): Board of Bililding Regina i()ns and Sl:oulards Expiration*`7/9/2006 • Uuc j\shlnu•lou 1'I:Icc ILnI 1301 ;<Typec' Private Corporation l3osion,1\Ia.02108 PAUL J.CAZEAULT,&.SONS,.INC:; _ ___�...�._._--__-__ Paul Cazeault :1 ":'�.;/ fie �omvn:aJzurea o�✓�aaaac�zuaelta 1031 MAIN ST G---.�C' � f BOARD OF BUILDING REGULATIONS OSTERVILLE,MA 02658 _ Administrator License: CONSTRUCTION SUPERVISOR ! :i I. I Ni' I Number CSC 026325 ! Birthdate•�1_OL20/19T 9 Expires. 10/20/2007 Tr.no: 7696.0 I Restricted: 00 PAUL J CAZEA LI ( i' 1031 MAIN STr OSTERVILLE, MA 02655 ' Commissioner ; VJ I CRYILLC, MIA WOOD —Administrator_ ' Board of Building egulations One Ashburton Place, Rm 1301 Boston, Ma-=02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 10/20/1959 Number: CS 026325 Expires: 10/20/200.7": Restricted To: 00 PAUL J CAZEAULT 1031 MAIN ST OSTERVILLE, MA 02655 . Tr. no: 7696.0 Keep top for receipt and change of address notification. DPS-CAI CJ 50M-04/05-PC8698 Keep top for receipt and change of address notification. RA8042 Mary Cary Septic Repair\Drawings-80421dwg\8042 EX.dwg, 9/25/2008 3:23:04 PM, 1:20 �- - -� . } 1� h y l JAMES JENSEN I 353 WILLOW STREET MAP 131 PARCEL 032 r/ l _ (� W E�� guFFE oo ./ / �/ I I I \ ,Foo"� NAP STONE WALL PROPE LINE (TYP.) 100—FOOT WELL, BUFFER / TP � o I / TP—� pg�' APPROXIMATE, LOCATION OF EXISTING ORNAMENTAL GARDENS / MARK EDWIN NELSON & KRISTIE KAPP HEpcc o`� / \ 307 WILLOW STREET EXISTING 3 BEDROOM D�ELLING c�- / GAR MAP 131 PARCEL 020 pEN MARY B. CARY TRUST 325 WILLOW\STREET MAP 131 PARCEL 01 1 / <' 1.67 ACRES l — s STONE WALL PROPERTY LINE (TYP.) 1 WATER S PPLY WELL GROUND IELEVATION 110.96 WATER EEVATION=81.76 WATER SUPPLY WELL MEASURItD ON 11/4/2002 l AWL I SPAC I I I w,} STONE WALL PROPERTY I I LINE (TYP.) I / I I i r FULL r BASEMENT OIL CAP - -�. _ ___ Z 8� ► �' - / � � � `1 1ti1 ��,..,�...,s tom.i-h -�» 1_.►r-.s 1�tom, � '' oV i L jam? —100_ L_v S�'� Wes .\ .� .�, . i i zle ' tj i 4 i i j t - 1FOHT - I .. 1F-Hl - r i Oil - i j _ Eg r _ LEDEm � _ _ - - .1 HJ ffff 5 --� -� 1y N a ` e>cs r, S y lie 4 tare r> C � sk c d� -� t"�. �N Co - _5 -G; ,/ 5„► _.. �`,, �� SANIEL E. sc. i.( 0 3 U - - I 0/STEP t� - r � �`f'�5�00� S4-vo - t'0rt - Jcpw� T/en ;� cl C�^l�Gf _ ;- � Lott .�/ APPROVED BY: - SCALE:I � { V� DRAWN BY DATE: < " REVISED _ DRAWING NUMBER