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0167 TOWER HILL ROAD
rAr,7 �uJ,cr o ° i 1 ' ° u e C e r t _ .:. #� _ } - "` � - - � r - - �, �, , _ ` .- - �. Town of Barnstable _ _ „ Building sY ;Post This Card So That it is Visible From the Street-Approved Plans Must be Retained'on Job and this Card'Must be Kept o aA !Posted Until Final Inspection Has Been Made: Permit rea+• Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. 1 `j �l�i jj L_ .,...._.__.__a _y . . _ _ _ ..�. Permit No. B-18-3407 Applicant Name: SHORELINE POOLS INC Approvals Date Issued: 10/30/2018 Current Use: Structure Expiration Date: 04 30 2 Foundation: II"f 4Ii` Permit Type: Building-Pool-Inground P / / 019 0L�-2 Location: 167 TOWER HILL ROAD,OSTERVILLE Map/Lot: 142-005 Zoning District: RC Sheathing: Owner on Record: HOLLAND, KENNETH Contractor Name: SHORELINE POOLS INC Framing: 1 Address: 167 TOWER HILL ROAD Contractor License: 161240 2 OSTERVILLE, MA 02655 Est. Project Cost: $41,950.00 Chimney: Description: INSTALL PROVATE INGROUND POOL 16X32 W' PERIMERTER POOL Permit Fee: $ 175.00 CODE FENCING AND DOOR ALARMS AS NEEDED Insulation: Fee Paid:Y $ 175.00 Project Review Req: � _ �� Date: �, 10/30/2018 Final: o - Plumbing/Gas Rough Plumbing: I -,Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. l Electrical f Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:' Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 0 CQQQ' CO (0 �J C� SwimClearTM MULTI-ELEMENT CARTRIDGE FILTERS h orxofma_noo, o-agora co-wer en.--a Hayward)SwimClear reaches new horizons in cartridge filter technology. Industry-leading hydraulic performance with maximum flow through all cartridge elements via a top manifold configuration ensures superior water clarity, extended time between maintenance and maximum energy savings.A cluster of reusable polyester cartridge elements provides a choice of 225, 325,425, 525 and now 700 square feet of heavy-duty, dirt-holding capacity and extra- long filter cycles. SwimClear filter tanks are made from a reinforced co-polymer material for the ultimate in strength, rWn� durability and long life—even for the toughest applications and environmental conditions. Discover the crystal clear results and reliable performance of SwimClear by Hayward the first choice of pool professionals. f �..!' _r' *.., 'r. '• +�:,'i. 1n ' - __ _-. .......n....wG....u...u+.�.n.n.sw....w,... ..Fw......... ._ _ Q / Manual Air Relief Combination Pressure and is a high capacity,rapid release valve that bleeds air with a quick quarter turn •"'" Cleaning-Cycle-Indicator Gauge of the lever. gives visual indication when cartridge _ filter elements need cleaning. Top Manifold provides the industry's best energy-saving hydraulic Cartridge Elements performance and utilizes the entire cartridge provide 225,325,425,525 or(the industry's surface area to maximize time between cleaning. largest)700 ftz of filter area and extra Heavy-Duty,Tamper-Proof,One-Piece Clamp __ dirt-holding capacity for long filter cycles. securely fastens tank top and bottom together Precision-engineered core provides extra and allows quick access to all internal strength and superior flow. components without disturbing piping or connections. Self-Aligned Tank Top and Bottom 1 -' make servicing cartridge elements High-Strength Filter Tank 11( quick and easy. is made from durable,glass-reinforced All l j : - t : co-polymer to meet the demands of the1lu�ur__:- toughest applications and environmental `, CPVC Union Coupling Connection conditions,including in-floor cleaning systems. provides options of 2"or 2Yz" plumbing with 2"full flow Uniform Low-Profile Tank Base Design internal plumbing for maximum makes removal of cartridge +, hydraulic performance. elements fast and simple. )'I i Full-Size 1Yz"Integral Drain Noryl®Bulkhead Fittings provides fast clean-out and flushing. { , provide extra strength and heat resistance. Cartridge elements: rr' FILTER TYPE 225,325,425,and 525 ftA2(4 cartridge elements) 700 ftA2(8 cartridge elements) CPVC Union Connections FILTER TANK High-Strength,Injection-Molded durable glass reinforced copolymer - L I FILTER ELEMENT Reinforced polyester PERFORMANCE RANGE 84 to 150 GPM,318 to 568 GPM 30 20 40 C2030-24"W x 32 Yz"H(58 cm x 81 cm) Pressure and C3030-24"W x 34 Yz"H(58 cm x 87 cm) 10 so DIMENSIONS C4030-24"W x 40 Yz"H(58 cm x 102 cm) e, 0 �f Cleaning Gauge C5030-24"W x 46 Yz"H(58 cm x 117 cm) `s' �( C7030-24"W x 52 Yz"H(58 cm x 134 cm) Arwnnn 700 ft'contains eight(8)cartridge elements �• M EFFECTIVE FILTRATION AREA DESIGN FLOW RATE* TURNOVER MODEL. . GALLONS KILOLITERS NUMBER. - - -- - - - ftz mz GPM LPM. 8 hrs. 10 hrs. 8 hrs. 10 hrs. C2O3O 225 20.9 J 84* 318 40,320 50,400 153 191 C3O3O 325" 30.2 122* 462 58560 73,200 222 277 C4030 425 39.5 150** 568 72,000 90,000 273 341 C5O30 525 48.8 150** 568 72,000 90,000 273 341 C7O3O 700 65.0 150** 568 72,000 90,000 273 341 'Based on NSF recommended rate for commercial use at.375 GPM/B.z "Determined by pump size and piping system hydraulics;2"piping is recommended for Bow rates equal to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. SwimClear Filters are listed by: NSF. To take a closer look at other Hayward products,go to hayward.com or call 1-888-HAYWARD. Hayward and Hayward Energy Solutions are registered trademarks and SwimClear is a trademark of Hayward Industries,Inc. /'► ���'''►►►���'''/// © Hayward Industries,Inc.All other trademarks not• �►�►Mf„►f/�/�► t V[D ownedned by by Hayward are the property of their respective owners. [��u U�r�t�U"11 LfTSWC16 Hayward is not affiliated with or endorsed by those third parties. TriStar° STANDARD EFFICIENT, MAX- RATED, HIGH-PERFORMANCE PUMP SERIES TriStar is the most hydraulically efficient pool pump that provides superior flow and energy efficiency. Easy to install, service and maintain, TriStar outperforms the competition when it comes to flow, efficiency,and value.A super- sized, no-rib basket with extra leaf-holding capacity is a snap to clean.Whether for new construction or aftermarket installations,TriStar is the superior choice. �Y WggO Z. 2 o\��a ,��7 S QD No-rib basket design Cyrstal clear strainer cover ensures easy debris lets you see when the basket removal.Extra leaf-holding- needs cleaning capacity basket extends Heavy-duty,high time between cleanings. �.- ma's performance motor with dynamic airflow delivers cooler operation Tri-Lock cam and �� ramp strainer cover seals with less than a 1/4 turn - Service-ease design: L power-end assembly(motor/ impeller/diffuser)can be $- removed without disturbing w plumbing or mounting connections,simply by 2"x 21/2"CPVC d' •' removing six bolts union connections , makes installation and servicing fast and easy ............................................................................................................................................................................... Additional TriStar Features & Benefits MAX RATE TOTAL RATE SERVICE VOLTAGE� PIPE . MODELS HIP• Advanced fluid dynamic design delivers superior FACTOR flow, energy efficiency and value SP3205X7 0.94 0.75 1.25 115/230 2 x 21/2" 13"3/8" / SP3207X10 1.25 1 1.25 115/230 2 x 21/2" 13 7/e" • Higher flow rates allow for stepping down in SP321OX15 1.65 1.5 1.10 115/230 2 x 21/2" 13 7/8" pump horsepower for even less cost and SP3215X20 2.20 2 1.10 115/230 2 x 21/2" 15 1/8' energy consumption. SP3220X25 2.60 2.5 1.04 230 2 x 21/2" 14 7/8' • Pressure testable to 50 PSI maximum. SP322sx30 3.45 3 1.15 230 2 x 2Y2" 15 5/e" MAX • Self-priming (suction lift up to 1 Or above ' IMEN MODELS HP HP FACTOR ZE "A" water level) SP321 OX152 1.85 1.5 1.73 230 2 x 21/2" 14 3/s" ' ............................................................................ SP3215X202 2.40 2 1.20 230 2 x 21/2" 14 7/8^ SP3220X252 2.70 2.5 1.08 230 2 x 21/2 14 7/e" 11.53 10.1 r .A 100 90 13.61 KAhyM I i 80 B.6 0) 70 L f !— a74 ° II I —I 74 60 ) 50 v3 TRISTAR 2-SPEED � 4��a T SP3225X30 O 70% =LL I�. '1�' •SAVINGS C4 30 I SP322OX25 ON YOUR ENERGY COSTS C 20 SP322OX252(Low Spd) SP3215X20 F- 10 \ 0ISP3210 SP3207XI TriStar Pumps are listed by: SP3210X752(Low Spd) sP32osxi 0 SP3215X202(Low Spd) 0 10 20 30 40 50 60 70 80 80 101 110 120 130 140 150 160 170 180 190 200 U` HSf. ip® Flow(GPM) To take a closer look at TnStar Pumps or other Hayward products,go to hayward.com or call 1-888-HAYWARD HAYWARD" 620 Division Street I Elizabeth, NJ 07201 Hayward and Hayward Energy Solutions are registered trademarks and TriStar Is a eademark of Hayward Industries,Inc. 02015 Hayward Industries,Inc. UTHSMfl15 Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Ma. sachusetts 02118 - Home Improvemen# C-entractor Registration Type: 'Corporation SHORELINE POOLS INC w Registration: 161240 32 AMERICAN WAY Expiration: 10/06/2020 SOUTH DENNIS, MA 02660 y �! w. c � !sCA 1 G 2OM-05/17 Update Address and Return Card. �e ii�zi�zoaurna,���///�ad��GlellJ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for indivldu use onl TYP..E"Comoration before the expiration date. Expiration fo nd retuym to: Registration Office of Consumer Affalr an Business Regulation;67240— r 10/06/2020 1000 Washington S et- u 710 SHORELINE POOLS I Boston,MA 02118 110 CHRISTIAN DITTRIC= +7 32 AMERICAN WAY Wig- i� 0 SOUTH DENNIS,MA 02660 Undersecreta No li ithout signature ry ' I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information r( Please Print Legibly Name(Business/Organization/Individual): SF� Lsr� ai's �C Address: 32 4 .4 A-J City/State/Zip: S '���J�5 Phone#: L/ Are yo -n employer?Check the appropriate bog: Type of project(required): 1. am a employer with- 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' t 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] S. ❑ 10. Electrical We are a corporation and its ❑ repairs or additions 3.El officers have exercised their I am a homeowner doing all work 11.El Plumbing 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.E44 comp.insurance required.] *Any applicant that checks box 41 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, s Insurance Company Name: CSC Policy#or Self-ins.Lic.#: vuc 332 7 2 nnf-- � t Expiration Date: 2� 2 Job Site Address:_1 61 T"CZ rG�,4,n 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 ator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for' ce gpveragA verification. I do hereby certify under pen ' o p rjury that the information provided above is tru7(r and correct Si afore: Date: l Phone#: �� ow— Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,-are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,-a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. 'The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the 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 MASSAM Fax#617-727-7749 Revised 4-24-07 www.mass.gov/dia , CERTIFICATE OF LIABILITY INSURANCE DATE oi1o,�a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 endomement(s). PRODUCER CONTACT Rogers&Gray Ins.-Dennis Branch PHONE Fax 434 Rte 134 508-398-7980 A/C No:877-816-2156 South Dennis MA 02660 ADDRESS: maii@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Arbella Protection Insurance Company,Inc. 41360 INSURED SHORPOO-01 INSURERB:WesCo Insurance Company 25011 Shoreline Pools Inc 32 American Way INSURER C: South Dennis MA 02660 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:287577585 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. ILTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM/DDY� MMIDDY� LIMITS A X COMMERCIAL GENERAL LIABILITY 8500052096 7/262018 7/26/2019 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR DAMAGE TO PREMISESS Ea occurrence) $100,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PROPOLICY�JEC LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 1020013830 2/92018 2/92019 COMBINED SINGLE LIMIT Ea accident $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED Ix SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acc dent A X UMBRELLA LIAB OCCUR 4600052138 7/262018 7262019 EACH OCCURRENCE $2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $2,000,D00 DED I X I RETENTION$ 0 000 $ B WORKERS COMPENSATION WWC3327285 2/102018 2/102019 PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If as,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE.POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) - Additional Insured status is included under the General Liability Coverage when required by written contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Ken Holland 167 Tower Hill Road Osterville MA 02655 AU EDREPRESENTATrvE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD ApplicadonN=beg.. -CR s • � Permit Fez........................................ Fee.................:. �J .......... ..... TamilFee Paid...................................................2....... .... nn LE Permit Approval by...u. --........ � . TOWN OF BARNSTAB .... .... ��......... BUILDING PERMITezF - 1T... ..1... ......................Parce1...... ........................ APPLICATION Section I — Owner's Information and Project Location Project Address 1le7 TbQC2 �L [20� Y1llage O5��JZLLL Owners Name ��N''�� -� d (AIJ J Owners Legal Address to �� 14L city D ST�'ZV�2,L�, State Zip O Z 6 — owners Cell# SO$ --So— �� Z� E-mail Section 2—Use of Structure Use Grroup ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling _ Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition �❑ZRetaining wall ❑ Solar ❑ Renovation :' Pool ❑ Insulation Other—Specify Section 4-Work Description e �`- -pen I Ca'L S f1 S A T sRct muLqta&-2192019 Application Number.................................................... Section 5—Detail Cost of Proposed Construction �� qs� / Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method []-MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wince ❑ OR Tank Storage ❑ Smoke Detectors Plumbing ❑ Gas Q Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate-bedroom Water Supply ❑ Public. ❑ Private Sewage Disposal ❑ Municipal ❑ On site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section S —Zoning Information Zoning District C Proposed Use Lot Area Sq.Ft Total Frontage 1 SO Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed AJ 1A Rear Yard Rsgiured f_5 t Proposed (� I s ' r�' t � Side Yard Required—Proposed Lq? Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last=did nt2018 ._ ......... Application Number........................................... Section 9—.Construction Supervisor Name Telephone Number Address City State .Trip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor /� r Name C.tk be i� &IeTelephona Number • '��—�� Address City S -.067 State 1-(A- Zip 026 Registration Number 61 Expiration Date / L04/ZG Z I understand my responsibilities under the rules and regulations for Home Improvement Contactors in accordance with 780 CMR the Massachusetts State Building de. I end the construction inspection procedm es,specific inspections and documentation required by 780 CMR the Town of arnstable.Attach a copy ofyour HSC... Signature Date lco fY (� Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date r a,rPLIC_A_N,T SIGNATURE Signature Date ' C�.� d�frnt� Print Name �5 Telephone Number _05- E-mail permit to: �0 S/4aLvE i�GY�(,S'.a^ ' . 69 T e.w. .&-A.•t in/1n7 o Section 12—Department Sign-Offs Health Department © Zoning Board Cif required) ❑ Historic District ❑ Site Plan Review Of required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization 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 j ob) Signature of Owner date Print Name - Last=dated:2/92019 14 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION„Q-m!-i Map ` 410� Parcel 6OS U/ Application # Health Division s / (3%�pD'ate Issued Conservation Division T019 o� ' Application Fee No� Planning Dept. ? Permit Fee Date Definitive Plan Approved by Planning Board "�� Historic - OKH Preservation/ Hyannis Project Street Address 16 7 70WE_ f-I1C-4- Ra,+Z� Village OS i�0v-1L&� Owner Ken C LJI11J17 Address A7 i Telephone �U8 . 3�7 7 a a 7 i Permit Request A//&ck -h.3 `` Sr� �, o e 1P yxkl L6 cf� �✓� cST���l o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District d Flood Plain Groundwater Overlay Project Valuation Construction Type _ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION y - (BUILDER OR HOMEOWNER) Name G?�GL,�f-.✓/� Telephone Number So&- .-36 7 92,2 Address /6 7 AbLz— License# Home Improvement Contractor# Email /�-�'�n011/ O/s� ��j ,4��. �°^'1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE / 2 DATE f FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION �' �e FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 GAS: ROUGH FINAL .' FINAL BUILDING -= ,DATE CLOSED OUT ASSOCIATION PLAN NO. - The Caazm=weoA* Dgwtawtaf b&--,&idAa Zgztr r Office 0fhp-wdwa&G= SIB WOli MPt'RFIBmgOR�dQ Workers' ChIlensai inn Imsurance Af Edavit BuilderwlOmtractmcs[ElecbieLmstPlumbm-s AppficaamtI6 f nu Please Pry Ad&t Are gau an emplaJer?.Checktbe appropriate ban T o ect 4. Imna conc�torandI L❑ I am a employer� * ❑It$ve hired ffse 6- tt�� New ao�us I am employees(hill as cw pa utmee)_ �d cache affacbed Shea I ❑�a Z.❑ I am a sole orpartaer deling ship and h ve no emplaces Mom sub-co:aftactas.hame g []Demolition wad* forma is nag may. �1 g. ❑B•uildmg addition �Camp-mred- - I� EtecfIIcal or 1 5. ❑ We are a cmporatim and its ❑ repairs a&j iaas 3. I ama hm=wwmx doing all:� offrness have wed their IL❑Ph=bingxepinx or$dditions zigbL of Y�fM sce r jj T gyp- c. JI{ We B=e no El _ � ❑ emplayem PTO ogler cam-instumme=quire&] *Amy fimt chedsbaz iFI mrst ahem Mein e•seclim bdmv tbeawak' M=f; PMECYI a sML �®ea��m sub�3�us�fii1zm3 tbep idffm�age�H�eabnE ar cs submitanEwxffi� =CIL =C==Wm82stcbeeltbubay==-ft,-% A armtense hx� omplopem I€tbE eskve=pIoSee-%ffYz-- &-6w$a 'C=p 1101kF—b— I=an euTkyer fikrisprauirIirg lvo*=,co on fusuraace jbr my emglayw SeFvev is rlte pvlicp arrd job szfis €xjorraalioa Ta�cr•CampanyName- Tc&y 4 or Self-in&Iio_k aD Job Site Address� Af wl a copy of&e warkere comPensationP°icy&cash a pap(Awwmg Elie poErY itn�her and efpiratioa date}. Failure to sectme cov=q;e as regairedundet:Sew 25A of MQ.c-- I52 cBa lead to the imposfon of cAMin2j PFTM of a fine up to$L50D DD sadfar me-yearimprisaamard as well as civil peaaltses. n the firm of a SIUP WORD CIBDELtand a fine of up to$250.OSI a clap against the violator. Be advised 9xd a caff ofthis rfttem saayba farvmded to 1Ihe Office of Inv ofthe DJA fnr coverage veriScation- Frfa Fternby rmdsr tltsp�s andpsaaT a�f' - t3ca i�fnrn:a€ioaprovedadabmw is has and correct Ph=8 rk a 7. Offlid mw aa2£5 .Do jW wrke in dds ama,&be car=&tad by cep arfawn afoot CRY or Yawn: permiZicem:e f Auffritrttg(ire one)c L Baa wd of Ma b M Ong Dot &fiiyfraws C3=k 4.Elect IuspwIn 5 Phwbing h=pectDr 6.t7€her Canmct Person: Dhow f: j 6 �I: ■1•..�I■. �•� : .•:.■t� �•■•t�. 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ConcreteMasonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION"____ 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. ........(rable 4)............................................... in. Bolt Spacing from endroint of plate ............................(Fig 5)..................................... in.5 6'—12" Bolt Embedment—concrete........................................(Fig 5)................................................._in.z 7" Bolt Embedment—masonry.........................................(Fig 5): ........................................ in.a 15" PlateWasher...............................................................(Fig 5)...............................................Z 3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....:..............................(Fig 6)........:.......................................... ft 512, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...I................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8).....................................................—ft 5 d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ..............:.....................I...........(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)..._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................._ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._ft 5 20' Wall Stud Spacing ................................. (Fig 10 and Table 5)..................._in.5 24"o.c. Wall Story Offsets ..................................I......................(Figs 7&8)........................................... ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.........................................................(Table 5). ............................2x -_ft_in. Non-Loadbearing walls................................................(Table 5)..............................2x -_ft_in. Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10)................................................................... WSP Attic Floor Length...............................................(Fig 11).............................................. ft 2:W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft Z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c.. (Fig 11). ................. ......... ............................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)....................................._ft Splice Connection(no.of 16d common nails).....:.......(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(fable 9).................................:_ft_in.s 11' . Sill Plate Spans ........................................................(Table 9).................................._ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)................................... ...... .............. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............................................................. able 9 _ft_in.512' Sill Plate Spans...........................................................(Table 9).................................._ft_in.512' Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist.Uplift and Shear Simultaneously'4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................._5 6'8• SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. Field Nail Spacing................:........................(Table 10).................................................. in. Shear Connection(no.of 16d common nails)(Table 10)......................................................... Percent Full-Height Sheathing.......................(fable 10)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2 ........ ........................................................ _5 6'8' SheathingType.............................................(note 4)...................................................... Edge Nail Spacing ............. able 11 or note 4 if less ....................... in. Field Nail Spacing.........................................(fable 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11).............:..........................................— Percent Full-Height Sheathing.....................(Table 11)................................................. _% 5%Additional Sheathing for Wall with Opening>6'8•(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)............._ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(fable 12).............:..............................U= pif Lateral.............................................(Table 12).............................................L= plf Shear..............................................(Table 12).............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker.........................................(Figure 20)............._ft 5 smaller of 2'or L2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)..........,.................................U= lb. Lateral(no.of 16d common nails). .(Table 14). ............................. .......L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness......................................................................................... in.Z 7/16•WSP Roof Sheathing Fastening...........................................(Table 2).......................................................... _ . Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 i c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18tr 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. r AWC Guide to Wood Construction in Sigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment V%MTM REM ON Zl AAAD1G UW8d NAU AT6b.e _. 11 I I n n u 1 u n Y la 11 1/ II 11 11 11 'Sc II 1 1 11 Il N 1 g fl A F 11 1{ I Q u It O 1 Ed o h ri t Z 11 It C it it 1 00 m u W }i 11 g I d Is ' 1 1 11 1 1y�1 t • a II F U 1/ f 1 11 11� 1 • 1 � N 11 II ' ----RIULSPACM •-rV.- �I11� 1 - PM See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in Sigh Wind Areas:I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301:2.1.1)` i � • �s 1 1 ] d 1 1 1 • , 1 a 1 1 1 1 � 1 � 1 � I � •f{ 1� 1 I I , 1 FRAMINQ b1ElJ� s 1 I 11 1 1 1 I 1 1 STAGG M MAX PArFERN � PANEL PANE!• GE ED DOUSM NA L MGE SPACM M AL Detail Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(78 CMR 5301.2.1.1)1 FAQ ': WFCM Checklist Question: I understand if a new home is built in a town in a 110 mph wind zone then the American Forest and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM 1 oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in man locations if full hei ht sheathin is used as P Y g g ._ defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past io to 15 years which has performed well in severe hurricane weather in that state. Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. Town of Barnstable Building Department Services Brian Florence,CBO Building,Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs 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 114 � II I4 to act on my behalf; in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final .inspections are performed and accepted. tore of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS Rev:09/16/17 1 . Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner ? 200 Main Street, Hyannis,MA 02601 >�wma. MAN www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: ` q 1-) /12 Please Print %� . JOB LOCATION: &? 7.w¢- Mid &I QS,�C�P number /� street village "HOMEWNER" �✓ j� V L_AvJ SCE S-367 7z:2� name home phone# _ work phone# CURRENT MAILING ADDRESS: SQ �G ) •.••r L�l / �� dire U SS city/town state zip code The current exemption for"homeowners"was extended to include owner-occltpied dwelling 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 Rerformed under the building Dermit. Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,Arles and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection pro ce s and requirements and a will comply with said procedures and requirements. Sign of Homeowner - Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities;many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 08/16/17 i Town of Barnstable �REcE�PT- 200 Main Street �rassz , Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB7.17-3092 Date Recieved: 9/7/2017 Job Location: 167 TOWER HILL ROAD,OSTERVILLE Permit For: Building-Deck Contractor's Name: State Lic. No: Address: , , Applicant Phone: (Home)Owner's Name: HOLLAND,KENNETH Phone: (Home)Owner's Address: 167 TOWER HILL ROAD, OSTERVILLE,MA 02655 Work Description: Attach to south side of Garage a 12x16 elevated deck with stair. Total Value Of Work To Be Performed:. $4,000.00 . Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will`require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other ode,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and.belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: HOLLAND,KENNETH 9/7/2017 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $4,000.00 : Date Paid Amount Paid Check#or CCk Pay Type Total Permit Fee: $110:00 9/7/2017 $110.00 Cash .............................................. ................................._.........._......................._.__..........................._......__......................... _..__..._......._.._....... Total-Permit Fee Paid: $110.00 �l 777w= of • � r ol ri 7 nc � �••�:•_--._..-_•oar. •_ -- - TO EXtJTiN�-- � Lca�„� 6ow�eo v � 1 ,lb,PLx' n ax L .A _ T� � � ' ' L! �. n ' .. r « .. .. .. ....t� . ` � � �. . � J i ' / ' ! •{ .. r ; . �7pppyy a -� ., as 9 4 h t �, _ , = e ;_ -' - � - ; •. � i . r � Yr L • f+. � b. .. .^o �,. � l� y I , f - � � t • _ � .. r ' n Y i 1 .. t S. � . ,1 t ? �. r , L J , j lb ----------------- a 4— MaUL o _ c t . i �.. •,� r 3 '• • - h _'e .. �• 1 i- i . ! � � �, t i — .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map PM Parcel DES BUILDING DEPT Application Health Division Date Issued I `2" ^ ! � JAN 25 2017 0�' Conservation Division Application Fee TOWN OF DAiNSTt�BLE Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis ,Gwt ail-c� Project Street Address / 7 /o w6r, L-L Village d skrvi Owner ffcn/ 140L-4A/i�*) Address T0wCYhh_C1_- Telephone c508.367 -72 a.7 Permit Request 466&ivo," 4, - 12oOM, A zwq,yZr Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation �` �'� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing.Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ffell C�G`�l2 cV Telephone Number 5c6- 06� a� Address G(? -70Ltee" License # / / / Home Improvement Contractor# Email 1�e�!'!Q` D/�� hm� �� �a-�^ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /� ! DATE l/ag/l7 7 , FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE -. y OWNER a DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ? GAS: ROUGH FINAL FINAL BUILDING DATE�CLOSED OUT + ASSOCIATION PLAN NO. The Cewmmweakh of A&.w &uYetts 3]F�[�Tt�e�t trf y n�fiRfn��CQ�CFI� ' 600 Wasb>ox&reet Basibn,MA 02HI —_ WUr r 2- peusad�maIns�-a�c�� =S iiei C hers Iaf Please Print l�7 �owel- A1// ,eon cityrsta�- 7& P <S06 3 �aa7) Are YOU an employer?Checkthe appropriaVI=mnageimraIcoabmctar Type of project(regnired): LEI lama employer v� 4. M* d I • employees(funa=lfoF part-time)�* have limed-the� 6_ Newconztrmtioa. 2.❑ I am a sole pmprigtor orparhmr- fisted Onflte afhIclied sheet, 7- ❑FemadeSag These sob-coatsactats hava ship and have ffiP1�� ndhve wo�:s' 9- �Demolition woddng forme is any rapacity. �°ye� .an�#a 9. B. rang add�oa [NO❑"od=&Mmp.;n� a comp.�aca I I El We we a�poration and its Imo❑�cai repaizs or ar3�ians I El I ama homemmer doing all wmk o$cem have wised flMk 1L0 FlnmbiugreF=or additmus myself[No wozk='o=p_ ' TighL of per UGL 1?❑Rnafrepairs iasrance reed.]7 c-M,§IM aadwebavenD employem[NOWodM& sllother cam.iasoza:7or mgdu--&] ;Any gatcheckboxrl—st9=ffiaatthesecdanberaw deusaaaeem¢apmm++,,••panC izf= - araea�ha subs ibis sfdavrc huRcdug dtey are dakq O Wa l=A&mbis o4G &ca— sacs, ICaa afestd�ecYtlgsbrat att-CIF ausddiSaasZdMdsbouiagthe=neofIbesobta zmdsWetehefluxarnatfbisee sI�sa� ®layem IftLesvH-taatra Ixve mq&yws,deY FmVideaLia ems•gyp.pabu nrambez lam ma eriiplapsi tLrd is prauidirrg workers'coartsrtftorc irtsruants for scg eurp �eex BeTaty is tics pa8cy artd}Q5 site Frcforrrsr�vn. • Is;mr;tnse CampanyNiame: •Faficy,oz Self-sus-Iic.44-L— aDafe: Job Site AAdre= City/StafetF.tg: Attach a copy of the warkere compensationpolicy decFaration page.(showing the policy mnnaer and capii adoa date). Failum to secom caverage as requuednudesSettion 25A o€MQ.c.12 can Imd to the imposition of cAmmai peualtiPs of a fine up to$l,Saa t)a mWor one-pearimprisonmcmk as well as civil p—Age in the faux of a STOP WORK ORDIRaud a i m o€Bp to$2MM a dap aginst fihe violaf r. Be uIvised fld a copy of this statemai t pray,be fikwanded fo the Office of InvestEga ons ofthe DIA far ice•coverage verificafian_ I do heraby ced y' under tits poky andpenaWes 4#:pqPLaJW the i fannfiaa prodded aham is true and tarred Phone A- 36-2 -72a7 02i d zmax a nTy. Do not write in tlds arec,ira be cmnpktsd by rate artoirn a,Q`rciat City or Tana: Permh tense;9 Leg Aa11aritp(drde One): L Board of Real& I Buffffing Depaabaeat s.Cifyf rown Clerk 4 Elech ical Iuspectnr 5 Phanbing Inspedmr C.Ocher Contact Person: Phone#: 6 laformation and fnstructians I52=pir=all CngjDy=rtn per& = prosa dom for their cmplayfxt. Massar�usse�fs Ge'n=alLaws . Pam,this sue,aa.mq k y w is defined as_ e•vrly peassoain f=service of an ffi=nndFs any cf I� aspress or implied,Cal vrafr -„ An er is &-XMC d as"aa mr V ffi ,per,3ssocj3fi;=,Cmporatsm or offim legl miffy,or my two or mr= andmclndmgthe legal =fie$of EL deceased=OPloyet,or fie off fr�regamg eog aJ°mt e�prssse� aaocialion at otheslegal entity,employrag empiny=S- AC;WMverfie dyer ortrast=of an bdvOnal,p o - own=of a.d W MMC3g house h=ng-not mote tb m fare apffiimeuts aadwho xrsidrs ,orb ��ofII= bore dwm mg hose of ano8�ra who e�Ploys P==to do maw coaslx ucdoa repair wow on such dweImP or�g app�oan -ff=ef4 shall�otb=m=of mch emplopmentbc dcemedfo be an effipLoye�" or am fie grounds , MGL chaptnr 152,§25C(6)also stems that¢every sialL-or local Iicensiag agency sib witiihold t$o issuance or reuew2l of a]Efcrose or p,qm to operate a busimess nr to mnsti-mct bwldings in ffie con D=weaI$for any a}ip&canfWIio bas not produced accrpfable aridence of compr=m WjffL tIxe h sin a cm covexag•e reqmke(I-" � Y,MCrL�p�152,§25�states-Nemec file _ nor gay ofits Pori snbdiyisions shall frs fu �nCd ofPubfio �Z amble wide of campliance�fie tosoraaCe. eairr inn any mac`, P rCTIE-MiCa s of this coal t have&i U Preseotedb fl=miftuctiog mff=iiY-- AgPIicaats •� ensation aavit=npl�ly,by g tha bm=fiat apply to Yam won a�rf � Please fiIl o� file worker''� ffide s along�vithtiu"s cegtifrcain{s)of n Y, Ply snb�or� cfu s)nmigs), address(� �) phrm nmztber() s WAno e�Irya other than s oth f c insurance_ Limit od Lia4Mty Companies PC)or L r=tcdi 9'Pa� .(I UP) m=brrs or parha=s,are not regnned to Carry worlcersr camPez� za LT,C or LLP does have e Ioyees,¢policy is reqCfted. Be advisedthatfhis af5daYrtmaybe submitted to the Department of Iudas dal of 7T7���1"CUye�Eget Also be sure to sign and daiEthe zfTrriay7f_ Tbc a$daYit should Aceidmds for corm nottheDeparbncxf of be mtnmed to Iho c�.y or town that the,applicati—for the pemit or&cease is being r , or ifyou obtain a wow' ' raj 1a..eeide�ts. Sbouldyon have nay questions r the law are r�� teens is pofiey,Please c-.aIlf.oDep artme�at$=mmmbeT1siEdbelow: Self-ins-¢ e�pazs=shoulde .their self-T„c,�r�ncpIieense7mtuberaa$1e �- City.or Town Officials f Leta snci' 1ppy- pememthas PmTided a space at the butt= Please be saxes��iha affrdavrtis� P� -bl The Dchas to y� �rugal� agpTZr�nf offfim affida�for yov.tn fM ovtinthn==±tbc Office - . PIoase be,sum tof]linthopr.=it/liceosenrnberwlrichwillbe used asarefeceucenvmbar 1naT"Tf'DudEn�cun�ut ih�mBs[submit mull�Ie p cease applit�i�ns in any given year;need only sabmrf one affidavit p olicy, in{o�ation_Cif ncassa )and Bndes"jolt�Addirs 7 t$e ipphcant should�aaII locations in--: (by or ed or mad�d by the city or town ma be provldad to fie - town)>,A copy ofthe-affidavitlhathas bey offivaily scamp . applic mt as.proof that a valid affidavit is on fle for ffae p®i� licenses_ Anew afEdavitmSt be fiIled out carp year.Where a.home owaer or citi=is obia�g a.H=msc or pem¢notxelatrAP any business or cammm ,iai� is NOT to comple n this affidavit (Le.a dog license:orpe`mitin binn Ieavrs a -)snot p regtmzd The OflEe ofInv��s womdlllmtD ffimkyouma&M=furyour Coap=Za=Md shoBld.ymhave any T=Emls• please do not hmsif:adn to 9iVm as a raIL 'Lliel}rc�Brtmr�Ysaddress irlephoneandf cmn33b= - - Cb==DnwmLbh off - Grace CfjnVe&tkm n=M&oil lf -Tf,-L.#617-TV M eft 4-06 or 1- 77 MA GAF Fax#617 727-'749 Revise4-24-07 rnas5 awiffia �e•� /?D�/Gt� �(O 7 0�--'Cam' /�i l/ 12-� a � P.n / \ Town of Barnstable Regulatory Services dF .biyy Richard V.Scab, Director Building Division Paul Roma,Building Commissioner 6s� M�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable-ma.us Office: 508-862-4038— Fax: 508-790-6230 HOMEOWNER LICENSE EXEMrION Please Print — -- -- DATE: JOB LOCATION: lu wcr 14 p i�S /✓�lC2 /M n 7 C S� number Street village "HOMEOWNER": I)le R `A' name home phone# /f work phone# CURRENT MAILING-ADDRESS:- 7 Go✓�`� �� 20��I' o:t�er�i��P �?•� a 2�SS cityAMM state ap 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 r em is and that he/she will comply with said procedures and Sign 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 EIs3MYIMON The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed personas it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Town of Barnstable Regulatory Services Richard V.Scab,Director 1639.& Building Division Paul Roma,Building Commissioner 200 Main street,Hyannis,MA 02601 www1own.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section' If Using A.Builder Ale'll ,as Owner of the subject property hereby authorize to act on my behalf; in all matters relative to work authorized by this building pe=ait application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final . inspections are performed and accepted. Sigmt re of Owner Signature of Applicant Print Name Print Name Date QTORMS:OWNWERMISSIONPOOLS ANCHOR BOLT DETAIL SCALE: 1/2" = 1'-0" 2'-0^ 24'-0" 2'-0" A ANDERSEN ANDERSEN G ANDERSEN TW2442 TW2432 TW2432 00 a- KI 1 l A10 Xe r, l C o (/1/ORKOUT /?OUM N KI o _z New Bathroom for: DN. Ken Holland Residence TW2842 0 167 Tower Hill Road ANE TM Osterville, MA 02655 TEIV �"'-gKE DETECT S R E BARNSTABLE BUILDING D PT. DATE seo FIRE DEPARTMENT DATE aOTI ES ARE REQUIRED FOR PERMITING ANDERSEN ANDERSEN o A21 A21 A 3'-10" 2'4" T-10" 01 g-0^ 10'-0" 9'-0" (SHM nORMER) { 4A G - - - - - - - - - - - - - - - -- - - -� - - - - - � DROP TOP OF �ENTRY OR AT O i I I I I I I I I I I I U I TYP.8"CONC.FOUND.WALLS W/B"x 18"CONC.FOOTINGS TO 4'0"BELOW GRADE GARAGE t (PI SLAB COHN2"TOO O.H.DOOR 6 6 WWF EMBEDDED `I I W/ x New Bathroom for: Ken Holland Residence I I 167 Tower Hill Road osterville, AAA 02655 SIMPSON STHD14 STF__ _ aimr-aUN s I t1U14,'j I KAPS PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL I DROP TOP OF WAfATO.H.DOORS - - - - - - - - - - - - - - - - - - - .- — — — — — — — — — — — — — — — — — — — — — — — — — CONC. APRON TRENCH DRAIN W/ SIMPSON STHD14 STRAPS COVER W/PIPE TO A PER O.H.DOOR DETAIL BOTH SIDES G T-9" 9'-6" 1'6" 9'-0" T-9" 28'-0" FOUNDATION PLAN- . �- 1 `�.. - -� z �, �- �� � -� �-- � � � � � �� - �= ,, :..� `� � � � -� Town of Regulat B" �ASS.N ; Richard V. Mass. � i639. `0� prFD MA'�a Bulldln Thomas Building 200 Main Street, www.town.b Office: 508-862-4038 Application for: Open/Closed Signs,Business ra in HVB Buildin Applicant: t Doing Business As: Sign Location Street/Road: v e� ANCHOR. BOLT DETAIL SCALE: 1/2" = V-0° 28'-0" 2'-0" 24'-0" 2'-0" 3'-6" 8'-11" S'-1" 3'-6" ANDERSEN ANDERSEN G ANDERSEN TW2442 TW2432 TW2432 � { 00 .- New Bathroom and Laundry for: DN. E5 AND, Ken Holland Residence Tw2642 167 Tower Hill Road AN[ TW. Osterville, MA 02655 TEN ANDERSEN ANDERSEN c A21 A21 ...:a i 3'-10" 2'-4" 3'-10" (SHED DORMER) CI e A - - - - --- - - - - - - - - - - - -y- - - - - - - - - - - - — — - - - - - - - - - - - - - - -- - - - - - -� P TOP OF WALL TO AENTRY DOOR TYP.8"CONC.FOUND.WALLS W/8"x 18"CONC.FOOTINGS TO 4'0"BELOW GRADE I I GARAGEI (5"CONC.SLAB e PITCH 2"TO O.H.DOOR I W/6 x 6 WWF EMBEDDED �} New Bathroom and Laundry for: Ken Holland Residence 167 Tower Hill Road Osterville, VIA 02655 SIMPSON STHD14 STF__ _ oimraUM J I t1U14�I KAPS PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL DROP TOP OF WAJAT O.H. DOORS CONC. APRON TRENCH DRAIN W/ SIMPSON STHD14 STRAPS COVER W/PIPE TO A PER O.H.DOOR DETAIL BOTH SIDES G 3'-9" 9'-6" 1'-6" 9'-6" x-9" 28'-0" FOUNDATION PLAN. OWN OF BARNSTABLE BUILDING PERMIT APPLICATION fit— Map " I Parcel o� +g`ia �?c , PSTABLE . Application # I�~ �IJ UJV Health Division P%ADate Issuedri 81 I Conservation Division Application Fee Planning Dept. Permit Fee ` Date Definitive Plan Approved by Planning Board •310N Historic - OKH _ Preservation/ Hyannis Project Street Address / —7 4WD ALL p� Village &:Mez V)a e- Owner A LL-44^�'7) Address Telephone S��'" 3(6 a?a 7 r/ Permit Request '— l i �W� y� X 2-0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio ' ® D vv Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: 0 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 Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��� f'l b�,q,�i� Telephone Number sry e Address ZG License # // / Home Improvement Contractor# Email 1*1 h c`149,�/S�� v�7 u '��-�'"� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,4e DATE -T/" aS r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED i f . m .. �� MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION + FRAME INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , the Comwainvealth oflMlassachusetts Department of Indmbzal Accidents - O -ce of Investigation 600 Washington Street y Boston,MA 02111 ivyinnniassgov/dia Workers' Campensation Insurance Affidavit Builders/ContractarsJElectricians/Plumbers Applicant Infarmaffon Please Print 1,Mib Name(BusinesstOigmin ionllndividhaly. Address: � �.�.� l�/ ABC City/Stater: Q S ✓/`1 t' M It 0 Z6 SS Phone,,4-- Are you an employer?Check the appropriate box Type of yroiect(required): am a genera contractor an ' 1.❑ I am a employer with 4. ❑I l d I 6. YNew construction, employees(full andfor part-time).* have hired the sub-contractors 2.❑ I am a sale proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees. These sub-contractors have 8. ❑Demolition wod ing for me in any capacity. employees and have wodcers' 9. Buildingaddition e lliorkers' camp.rncrxance comp.insurance. ❑ ` 5. ❑ We are a corporation and its 10-[_1 Electrical repairs or a dditiansI/r - 3. f a�m,.a bo]eoumer doing all work officers have exercised their ILEJ Plumbing repairs or additions M)Sel€[No workers'comp- right of exemption per MGL 12.❑R.00frepairs insurance required.]i c.152, §1(4),and we have no employees.(No workers' 13.0 Other comp_insurance required.) Any applicant a£rat checks box R mast also fill out the section below shasaing their workers'compensatian policy informatim3- Homeowners who submit this afiid mg mdk=g they are doing all waal and then ltirn outside canttacmrs matt submit a new affidavit indicating such_ ICoatzactors that chart this brat must attarbed an additional sheet showing the name of the sub-toms mra snd state whether or not those entities have employees. Ifthe sub-contactors haveemployee%they nntst provide.th&worken'romp.pGHUnumber. lam an erniploj er tliat is pros-dung workers'congmisah'on insurance for my employees BeIoty is the policy and job site information. Insurance Company Name: 'Policy 4.or Self--ins.11c.4. Expiration Date: Job Site Address: City/State/Tp: 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 andlor one-year imprisonment,as well as civil penalties.in the farm of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations ofthe D1A for insurance coverage verification. I do here-by certify under the pains and pe naffs ofperjury 'fbrma#ion}pros i&d abeiv fs true and correct Signature: / Date: z Lz-o t-s Phone OjYZcial use only. ,Do not wr&e in this area,to be completed by city ortonm ofjrciat City-or"Tom•a: Permit/License 4 Issuing Authority(circle one): 1.Board of Health S.+Budding Deparhnent 3.{StylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: t haformation and Instructions Massachusetts Geheaal Laws chapter 152 regaaes all employers to provide workers'compensation for their employees. Pursuantto this strtute,an enp ra is deed as."_.every person in the service of another under any contract of bire, express or implied,oral or wIIttffi." An VnPIvyer i.s defined as"an individnal,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged is a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an mdividnal,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 occapant of the - dweMng house of another who employs persons to do mainte=ce,construction or repair work.on such dwelling house or on the grounds or building app thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also sides 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.MCIL chapter 152, §2.5C(7)slaters-Neither the commgawealth nor any of its political subdivisions shall enter into any contract for the performance ofpublio work until acceptable evidence of compliance with the ins,„-a„ce. req Tirea„eats of this chapter have been presented to the contracting authozityf Applicants , Please fill out the workers' compensation affidavit completely,by checI®g the boxes that apply to your sitnation and,if necessary,supply snb-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liabiity 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 regained. Be advised that this affidayitmaybe submittEd to the Department of Industrial Accidents for confirmation ofms'urance coverage. Also be sure to sign and date the affidavit The affidavit should be retuned to the city or town that the application for the.pem3it or license is being request�not the Department of Industrial Accidents. Should you have any questions regarding the law or ifyou are rulmred to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their s elf-i su an ce license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and prirdod 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 pemzitllicease number which will be used as a refere:ace number. In addition, an applicant that must submit multiple permit/license appli-cations in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job She Address"the applicant should write"all locations II (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 (ie. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any gaeslions, please do not hesitate to give us a caIL The Department's address,tElephone and fax number. Tlhe Commonwealth of Massachusetts Deparbnent of 11idustdal Aocidents Q toe of jgve&�tio.]as 6Q4 Washington Sit BastoiaMA G1 I II Tf,-1.4 617 t�7-4900 Qxt 4-06 or I4M-MASSAFD Fax#617-727;7749 xnvised 4-24-07 ,� gQ-�rldia ATVC Guide to Woad Con orr in Fli;tr WZnd Areas:110 mph end Zorle Massachusetts Checklist for Compance ugo aiRs3of I.i)` Camplianca 1.1 SCOPE. Wind Speed{3-sea_gust)--- --- —.----._---.._— _.110 mph Wind Expomme Caiagory_ ._ Wmd Exposure Cafegory._:.............Engineering Required For Entire Project_____._.______---_._----------------C 12 APPLICABILITY ' -Number of Series(a nmf whit l ex ceeds B in 12 slape shall be considered a story) stories 5 2 stories Roof Pilch __—__- ---....-Pig 2) ----- !�1212 Mean Roof Height _ _——----------•—'' —(Fg 2)-- _—._-__--- ft -5;'33' Building Width,W-_.. _.----------_—.�(Fig 3)_� __—__._.—_— ft <_BD' Binding Lengftr,L _._. —__-----_-- (Fg 3) —_.•___--- _ft 5 BO' Building Aspect Ratio(UlN} -•-_----.- ------(Fig 4)_--- -------- -c 3:1 Nominal Height of Tallest Opennngz _�.-_-•__-- —_(Fig 4)_----_------- __-- 5 6'B' 12 FRAMING CONNECTIDNS " General comp)iance wtlh framing mnnec8ons__.—__:_—(fable 2)--- 2.1 FOUNDATION Foundation Walls meeting requirements of 780 GMR 5404.1 Con __._._._._...... . ..........•------••-•--_.__.___:_..__......_.......__..:••--•••--• ....................................... Conte Masonry..... __._—_._---______ 22 ANCHORAGE TO FDUNDATION"3 5/6'Anchor Bofts*imbedded or 5IB'Proprietary Mechanical Anchors as an altemafive in concrete only Bolt Spacing-general..........._..........................:Jable4)--•--•---------_ - in. Bott Spacing from endroint of plate---_—.-(Fig 5)__.__—____—__ in.5 6'-12'. Bolt Embedment-concrete—_ _ __-(Fg 5).._-- -----__--- in.>r Bolt Embedment-masonry__—.--_,_--______(Fg 5)-=—'-----_------- in-2:151 Plate Washer_.:_--_ --- ----_-___(Fig 5)--_— _-_- _--?3'x 3'x 3.1 FLOORS Floorfiaming member spans checked _--•---(per 7B0 CMR Chapter 55)----_--_-- Maximum Floor Opening Dimension-- - --(Fig 6)..... Full Height Wall Studs at Floor Openings less than 2'from Exterior Wail(Fig 6)-•----_-•----------------- --------- MLxirnr-im Floor Joist Setbacks Suppoiling Laadbearing Wafrs or Shearwaff_—___—(Hg 7).---.--•--•-------_--Tft s d Maximum Cantilevered Floor Joists Suppodrxg Laadbearmg Walls or Shearwall_—_--(Fig 8) •F10 1-Bracing at Endwails—:----_---------________—_-____(Fg 9}-- -.--____._._ -_.--_-__-_-• Floor Sheathing Type __---._:__---;-_--- Floor Sheathing Thickness-- --------__---(per 780 GMR Chapter 55)_______.— in- Floor SheathingFasts&g........... _.(Table 2)__d nails at in edge/—in field 4A WALLS Wan Height Iroadbearing walls____�_.—_---__..__—_(Fig 10 and Table 5)___ ___ ft 510' Non-Loadbearing walls__—_.__ _— —_-(Fig 10 and Table -_______._____ft's2[r Wall Stud Spacing 10 and Table 5)_ __—._fn_5 24'o_m Wall Stay Offsets 7&8)----_______.--_---•—ft 5 d 42 EKTEF I OR WALLS' Wood Studs Luadbearing-vralls---___.__.._.__....---- _(TaTjfe --------------- • --•2x --ft—in. Non-Laadbea[ing walls----_-- —_._._ (rab)e 5)----•------_..-----mac �— Gable End VW Bracing t - WSP•Atfb Floor Length (Fig 11)_ _-_ .- ft?-W!3 Gypsum Ceiling Lengfh(rf WSP not used) +(Fg 11) ft;,-0.9W and 2 x4 Continuous Lateral Brae @ 6 ft D.C.- (Fig 11)------------------------_:__ or 1 x 3 ceiling furring strips 1 T spacing•min with 2 x 4 blocldng @ 41f-spacing in end joist or truss bays Doable Tap Plaf a Spice Length _- -—__—_-- (Fig 13.and Table 6)_-_------ -_-_._ff Splice Connection (no,of 16d conunan ---__— AFYC Guide fo FYood Carrstructlon irk Higfr end Areas: II0 Ftrph ff'rrrd Zarle ' Massachusetts Check for Compliance (7s0 cMRD01 1_1)I LDadbearing Wail Connections Lateral (no_of 15d common naffs)----:_-_ _.-(Tables 7)__--___----------- NDnr-Loadbeadng Wall Connections La¢aral(no.of 16d common nails)_ -_ _^(Table 8)---- _----_-------- Load Bearing Wa:U Openings(record largest opening but cheek aff Dpenings for compliance to Table 9) Header Spans -_——_-- _—_(Table 9)—:_. _ft_in.c 11' _ ft in. SM Plate Spans _-- -_--• --.(Table 9) -- FLA Height Studs (no_ ofstuds)-- --_(Table --- Non-Load Bearing Wag Openings(retard largest opening Wit check ag openings for compliance to Table 9) Header Spans.._..__.—_.—__-----_-.—..__---(Table 9)___—__ _—___ft—in-51T Sill Plate Spans.--- _-; ---(Table 9}_ —ft__ _ in__<12' Full Height Studs(no.of studs)---- (Table 9)-----___--.-_-_. __-- - 5tarior WaIi SheaBung to Resist Uplft and Shear Simultaneously4 Minrmurrr Building Dimension,W Nominal Height of Tallest Openingz Sheathing Type--- Edge Nail Spacif)g—_ - --(Table 10 or note 4 if less)--__•-------'- m• Feld Nail Spacing-------- 10)__—_____-__-- in. Shear Connection (no-of 16d common nails)(Table Percent Full-Height Sheathing.—-* --- (fable 10)-___-----------r--__-__% 5%AdrMDnal Sheathing for Wall with Opening;-Va"(Design Concepts)------__.-_. Maximum Bdldi ng Dimension,L Nominal Height of Tallest Dpeningz----------------------------------------------- ,.------`6'B ` Sheathing Type-----_�—____(nDte 4)_-- ------ Edge Nail Spacing.-_-_----- _--(Table 11 or note 4 if less)—_—.------- in- Feld Nail S acin able 11)— in- Shear Connection(no.of 16d common nails)(Table 11)-._. ---_ P ----- enx�t Full-Height Sheathing-__ -(Table 11)___ ---°� 5%Additional Sheathing for Wall with Opening>SW(Design Concepts)_.----_--•- Waf(Cladding Rated for Wind Speed?------- ---------------- --. _ _ --- ---- 5.1 ROOFS RDaf framing member.spans checked?_ --.(For Rafters use AWC Span TD_Dl,see BBRS Website) RoDf Overhang ______.__-_.------------------------ (Figure 19) __---.._ ft s smaller of 2:or LI3 Truss or Rafter Connections at l-Dadhearmg Walls - Proprietary Connectors 12}___ -.___ _— L1= plf Lateral 12)------ ---_L= plf 12) Ridge Strap ConneC�Uons,if collar ties not frsed per page 21__. (Table 13)--------- _.__ T= plf Gable Rake OLADDke------------------ 20) --------__ft<smaller of 2'or LIZ ' Truss or Rafter Connectfions at NDn-Laadbekdng Walls Proprietary Connectors Uprrft--------_ _ _-. -.(Table 14)_— -__— - U- _ Lateral(no_of 16d common nails)_..(Table 14)-------.---.------------.----------L= 16. RDDf Sheathing Type------:-----------(per M CMR Chapters 58 and 59)----------- Roof-Sheathing Thickness------.-- - --�.---— -.--- 7116`WSP Roof-Sheathing Roof Sheathing Fastening—_.---- --•- --'(Table — NDtes: •1. This checklist shall be met in its entiret;excluding the specific exception noted in 2,to comply with the requirements of 73D CMR5301.21.1 Item 1. If the checdist is met in As entirety then the following metal'straps and hold downs are not required per the WFCM 110 mph Guide_ - a. steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps.per Figure 14 qL All Straps per Figure 17 m Comer Stud Hold Downs per Figure 1Ba and Figure 1Bb _ 2. 'Exception:Opening heights ofup to a ft_shall be permrliad when 5%is added to the percent full-height sheathing re-quirernerrls shown in Tables I and 11. 3- The bDtfnm srl platy:in exterior waits shall be a minimum 2 in_nominal Hckness pressure treated f#2-grzide, i -ATVC Gtride to Wood Corrrfr-u ado n Lu R�h H,7zzdAreas_ I10 atpIt Hrrd Zofxe Massachusetts Checklist for Compliance(790 Cn-IRs3,ot-:Ll:l)r 4 - a. FrDm Tables 10 and 11 and location of wall sheathing and BWdrng Aspect Raflo,determine Perot Full-Height Sheathing and Nail Spacing requirement.- b. Wood Structural Panels shall be minimum thickness of 7116'and be installed as follows; L Panels shall be installed WRh strength axis parallel to strrar, n• All horizontal joints strap occur over and be nailed to framing. rn- On single story construction,panels shall be attached to bottom plates and top inember of the double top plate. iv. On two story construction,upper panels shall be attached to the tap member of the upper double top plate and to band joist at bottom of panel Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Hori2mntat nail spacing at double top phd s, band joists,and girders shall-be a double row of ad staggered at 3 inches on center per figures below:Vertical and HorimnW NarTing for Panel Attachment 5. Glaang protE�cborr.a)'new house orhor¢nntal addition—nequired if paject'is 1 mile or doserto shore(generally,south of Rte.26 or north of Rte 6) b)vertical addrlion—not requYed unless there is extensive:renovation to the first floor c)repiacernentiYWdows—needs energy conservation mrnpffatiC:e only(chap 93) 6_Wood Frame Consrrudion Manual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)webstt— �Tll: s IDD&ERESrs ox r�sd malt$ • Ir ii 1 - ' - u r , u If ll It l r t • - IL rt it F [ I Y I t I I (`i r r •� 1 may'• r t 1 tS 11 11 C;r L L C L i p II I Lu [ r •-11 ly I• 11 l 1 IDGEIaq � ,t c1 m it it _ r1 1 ' . Lif t _ - S I r L I I t tt hsl t •c $/5� F p If it 1 t N t 1 •� t- 1 1 rl II • If rIf `µry�ryJ%�C■yy��pt. t{L S p T .l,va ryy(L WAX PRl y laoumFWJLEDC-;ESPACM DEML' See Dalai on Nerd Page - VerUcal and Horbmnlal NarTrng detail• _ for Panel Attar-anent Vertipl and Horizantal Nailing for Panel Affadun ant acne ram, • MRNS!r"LEa MASS . i639039 Town of Barnstable `�� Regulatory Services Richard V.Scali,Director Building Division Thomas Petry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b a rn sta ble.m a.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section. If Using A Builder t4 4/ o vie k,, , 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. QAWPFILESTORMS\building permit forms\EXPRESS.doc Revised 040215 Town of Barnstable Regulatory Services oFt t�tyr Richard V.Scali,Director Building Division BARNSPABLF4 ~ Tom Perry,Building Commissioner 1639. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: �^JOB LOCATION: ,/�' S /Z D number / street -�7 village "HOMEOWNER": /L`[n 501? n e / home``phone# work phone# . CURRENT MAILING ADDRESS: fib 7 �a �-✓P,- AA lI r 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 i comply with said procedures and requirements. Signatw f Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s) for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forins\EXPRESS.doc Revised 040215 � 10.o' N 8733'50" E 1 232.73- - - - - - - - - -19- -� I Setback Requirements I O I Dec I Z I Exist. S.A.S. Exist. I Qn R� I (Approx.)00 #167 Dwg. I o cn o = II Area I C) _ o o I f $1.9' N 1 f 38,329 S.F. I oo � I 0.9f Ac. I I 11.s' �7 N Exis t. I r I o Gar. I Fdn.. 56.4' Q I 26.0' D I 140.1' II II I 36.0' Qn I - - - - ---� 20.0' 112.45' I S 88 24'00" W � a I Icl, II I I -a rn -4 100. 13' 11.88' 1Q30'89 46'03" W S 89°4555 W STREET ADDRESS #167 TOWER HILL ROAD ASSESSORS MAP 142 PARCEL 5 OWNER: KENNETH HOLLAND DEED REF.: 25769 PG. 122 PLAN REF.: PL. BK. 105 PG. 97 TOWN OF BARNSTABLE ZONING BY-LAW ZONE RC I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS : KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDA7ON FRONT = 20' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE = 10' OF 7HE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. REAR = 10' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED �� ON THE GROUND. TEARNNY WARNER "AS—BOIL T" No.38721 THE FOUNDATION DEPICTED ON THIS PLOT PLAN PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON SEPT. 9, 2015 AND BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCATION. SCALE- 1"=40' SEPT. 15, 2015 THIS PLAN IS FOR PLOT PLAN 1 TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 12-104AS Town of Barnstable BARYSTABI:E. Regulatory Services MA--a j r Building Division f0 MPy� 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection.Correction.Notice Type of Inspection Location to :7 c-v -�(,��Permit Numbe Owner �f Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: s -C2 S A k t/ 15T10- LQ c- Please call: 508-862-4038 for e-inspection. Inspected by Date �3 a- - (U I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map N - Parcel OOS Application # Health Division 'Date Issued Conservation Division Application Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �() Historic - OKH _ Preservation/ Hyannis Project Street Address /6 7 _F6 t VE-9 llj LL Village ✓J L-LC Owner Kzw /-/v LL.4nl1N Address 16 7 Twee �2o,e Telephone 36 7 ?a a 7 Permit Request SG&ce�vE7�b Po.eCH F-� Square feet: 1 st floor: existing proposed A2'� 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation a_ao Construction Type Lot Size ® R g Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/c' stove: ❑•Yes:0 No s Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use _ APPLICANT INFORMATION - -- ____(BUILDER OR HOMEOWNER) Name &�- lyo1-1-gA/�> Telephone Number Svc 367 Ida 7 Address 16 7 ?o wCie License# Home Improvement Contractor# Email f�P��o�%t��i S9 ho�.+,a� �- ��� Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE IU r r FOR OFFICIAL USE ONLY •APPLICATION# DATE ISSUED MAP/PARCEL N0. ` 5 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME R INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL FINAL.BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. s . ' • Depanarerrt affndurfrzal�c rA Office v.flmvertiga om 600 Wffshbvtm Sfrmt BostoryM4 02rrr . www-ma=gorv12ffa Workers' Compensalbu Insurance AffdaviL-Bm'ldets/ContmzbrsMectd ans/Plmmbers 'tent Informatig Please Print Le f ly chy/stafd2�p: Phone#-. so 8' 367 7.2,2 7 Ate you an employer?Check&e appropriate bins ' , • . [] I am E. wih Type o ,jeer(reguared); 1. e�Ioyer _ Q ge�,etal cc�actar andT earplayees(M RD&Clrpm-tiiole).* bavehazd�esob-co�ractazs 6 CW 2.❑ I an a sole prvlaid r or pmt m- Iked on fht atfachmd sheet 7. ❑ReacLodrling ship and have no muployees Tb=sab-contmcton have S, Q DearoIificm woricing forme in'my capacity employ=and have w013c®' S, ''- addition a 'cam.ID � rr. SIe mmp.bs=m S. El We art a carport and its '10.[]Bl=tdcal repairs or additions 3. I am a homeowner doing all work officers have wised the 1 L❑Phmzbingrepaas or additions myself[No walla&camp. . ofma=ptiorlperMQ, ioz�ao ns reganrd-1 t c.L52,§I(`).and we have ns 1-Q fh frepais �YCM Lys a was' I3.ElOHier #AnY a 9=atthat cfi l b=#1 mmt also tm cathe-6m mow smx!Egthrirwoz=a'cmmpmsz*policy hh=26 L t Homeawn=Wbn sulmitWs-ffii&v t k&--fmg 9w-y—&ft-U Work end thin hire oatadn umimcbos>�st snbm$ancq�affidavit iadietmgyvclt kbntmrfr -that eheakthis box mast Kf Ami am addffi=nl shed showmgibe name of tba m c=k=ass and shy whether or notth=dories bevo =mP1oy= If*c Snb- bm cmP1DY=s.thg nmst]mom their wm3mm•mn1P-paHcY mmb= Ion rut m mployer•that is pravidmg]porkers'corrrp=a ion b suur for my rmplayam Belaw it the po8cy mzd jab site . niforrrration, Insmmmm Company Name: Policy#or Self-ins.Mr,#: FxpaationDatz Job Site Address: 6iylStalrlTap: Atfarh a copy of the workers'compensation poruy declaration page(sh(Iwing the policy nnmber and ezpirdfiau data). FaibOm to seem coverage as rognnrd ender Sectirm25A ofMQ,c.152 can lead to the impos0ian of etimioal penalties of a, fine up to$1,500.00 andha onf}-year iumprisarrmcc� as well as civfl peoaItics is the fzm of a STOP WORK ORDER and a fhe of up to$250.00 a day against the violator. Be advised that a copy of this stetcm may be fmwardcd to fhe Offim of Investigations of the DIA fm ins®wx coverage vmjffm ian. Ida hereby cad.fy under bie pabm md1maKm ofPe�y i,¢orm art proFided above u t5 see mid coirrrl • S- Dam S/�? ! . Phrme Offal use only. Do not write in ffus area to be cozy pktkd by c&y or fmm of u7aL City or Town: _•. _ _Tsso>ng An&nrity(circle one):_ . L Board nfSea1t11.2 BtaldiagDepar(meut 3.CifyfTaWa Clerk 4.EIedncalTaspednr 5.Plt mbhn nspec or Other CanisdPrrson: Pbane� . Information and Instruefions Massarlmsetfs G&=-,j Laws chaps L52.r q=w aIl en ployets to provide worker'compensation for fberr employees. PECESUMA m ihis stgtUfC.an MPLVyre is deed as=every person in ffie service of another under any coufract of bid ems or implied,and or whiten." AXLIW&Iyl: is defined as'an mcfividmal,par amrsh essoc>attcm,cozpor�ian or other legal emity,or any two or inure of the f=going engaged m a joid m tspdsq mdinclndmgtbe legal repae mt3tives of a deceased employer,or flee receiver or troslte of an mdividnaL pa b=nhip,associafion or offierIegal enfi%employing employees. However the owner of a dweIlinghouse bavnngnotmore than fbree apaztrneofs andwho resides ,orthe occupant ofthe. dwelling house of anofber who employs pc=m to do maintenance;cansfracdon or repair woric on such dwelling house or on the grounds or bmldmg qjYiutmnamt thereto shaR not beomse of salt employmmt be deemed to be an employer." MGL chapter 152.§25C(6)also stairs that'every state or Iocal licensing agency sha w!'thhoId fire issuance or renewal of a license or permit to operate a business or to construct bmld hp In the conmommalth for any applicaatw•ho has not produced acceptable evidence of cdmplrance wifh the msnranc L coverage required." Addition ly,MGL chapter 152,§25C(7)sW=-Neither the cm=mmeahh nor arty ofits polftical subdivisions shall cuter info may contract fiortheperbuamm of pubIin woodcutff acceptable evids ace of compliancevtith the insurance. _ requaeme is of this chapfrrhave been,presented to the contacdag acdhorrty." A.pplicanrfs Please fill out the wont'compensation affidavit completely,by chwldng&e bca=fiat apply to your si f ustion and,if necessary,supply sob-caatractor(s)name(s). address(es)and phone— m(s)along w2h their certfficarte(s)of insurance. Lfi itzd Liability Companies(IJ C)or I:mmrted Liab>ity Peraeahips(LLP)withno enpl°yees other than the members or pa rtnrrs,are not rbgaimd to carry wado:rs'compensat<ara insurance- If an LLC or LLP does have employees,a policy is rrgairy d. Be advised thatthis affidayitmay be submitted to dm Deparfinenit of'Indushdal Amcidents for anrffimabnn offnsmance covezagm Also be sure to sign and date the affidavit. The affidavit should be returned to ffie city or town that the applica fim for the pennft or license is being rmFrsbA not the Department of Inthnstrial Acaideafs. Shouldyou bane any gust ms regarding the law or ifyou are required to obtain a was' campmsaftonpoHcy,please call the DeparI f at$e number list below. Self-insunzd ccarpanics should enter their self insurance license mmnber on the appropriate line. City or Town Officials Pleas'be sore that the affidavit is complete and printed legibly. The Department has provided a space at the botfam of the affidavit for you to fill out in the event the Office of Z*rves6g cos has to contact you regarding the applicant Please be sure to f M m the petmh'/licrose number which will be used as a rearence number. In addition,an applicant that must sabmit multiple pet WIiceose applit sfions in airy givca yra;need only mAmit one affidavit indicating c==t policy information.(if necessary)and under"Job Site Ad&-me the applicant should wry"all Incations in (city or town)_"A copy of thaaffidsvit fiat has been of3•idaIly stamped or madoed byfhe cry or town may be provided to ffie . applicant as proof that a valid affidavit is ou ffie for 6 1 penm$s or licenses. A new affidavit must be filled oIIt each year.Where'home owner or oiti—is obhxiaing alicense or pe nitnotroldrd.p any basmGss cr'c mnimmial vdatrre (ie, a dog license or permit to bum leaves efc-)said person is NOT regmimd to complete this affidavit - The Office of Investigations would Iflo:to ffiank you in advance for your cooperation,and should you have any questions, please do not hesiista to give us a call. The Dt:Rmtm fs address,telephone and fax mnubrr. . DepailMMt of 1ndmtdal Aap5dents mice kt�e g�fio 6W-Was}ungtan Stet Bos6oa4 MA 02111 Ted,#617 727-49W cxt 406 or 1477 MAC Fax#617-727 7749 Revised4-2"7 - WW MaS5 Pyfdia I AWC Guide to Wood Construction in High Wind Areas: 110 mph Il tnd Zone Massachusetts Checklist for Compliance (780 CMR5301.Z.1.1)r Loadtiearing Wall Connections . Lateral(no.of 16d common nails)..»...._..._._._.:......»(Tables 7)._..... ___..........»....__...........»_.. Non-Ltiadbearing Wall Connections Lateral(no.of 16d common nails).._.._...»»_».............(Table e)._.....__.__.»........._....._»._.....__..< Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ....._.....»__...».»_....._....:..........»:(Table 9)».....:...»__...._.»_...._ft in._11 able 9 Sill Plate Spans ..........._..»..................._.._............(T )_...................»..__....._ft_ut.511 Full Height Studs (no.of•studs)-.-.._».--.»»..._.».:... ..(fable S)..............»....._.».»».».»........._..__ Non••Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.:...._..».....»........»».__...:._._..»...._...(Table 9)..........._.....__._..»__ft_in.512' Sits Plate Spans..... (Table 9}.»....._:...........»»_»»._ft_in. 12' Full Height Studs(no.of studs)..._._.._...._._....»........(Table 9).»..--•_-.-.•..._......_...:_.._»_..._.._._ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4. - Minimum Building Dimension,W Nominal Height of Tallest Opening2 ......................._....._......._....:__»_.»_....».._..._..=5 6`B' Sheathing Type......»....._._..»..»._._....._....(note 4): .._............---- __•_-_._... Edge Nail Spacing._......._. .__.�.._... .(Table 10 or note 4 if less).____..»_._.... in. Feld Nail Spacing........_._..._._._..._».....(fable 10)....._..._._.».... Shear Connection(no.of 1Bd common nails)(Table 10)... - ».__...»...__••-••••-_--•---»•••-- Percent Full-Height Sheathing.......:_•.._-.:.-(Table 10)...... ..............�.___....... ....._... 5%Additional Sheathing for Wall with Opening>6'B'(Design Concepts)____._.....•. Maximum Building Dimension,L. Nominal Height of Tallest OpeningZ..._».............................................................. SheathingType..._.---»....._._».._._.....»..._.(note 4)...._...._._....»...._.._.._......_..._..._ Edge Nail Sparing...»__._.».»....._-_.._.___(Table i 1 or note 4 if Feld Nall Spacing._.._....»......._..._»._t..(fable 11)..»....__...._._....._..__�_..._ in. Shear Connection(no.of 15d common nails)(Table 11)...........,..................... ••»••-. Percent Full-Height Sheathing..._.;_._....._.._(fable 11)....... % 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)__._._.....»:•• Wall Cladding Ratedfor Wind Speed?......_.._........_.._.»..__.__.......--•.......... .....__.......__._._.r._._..._»._._...__._ 5.1 +200FS_ - Roof framing member spans checked?._...._..:-..__-....(For Rafters use AWC Span Tool,see BBRS Websife) Roof Overhang ......................__.»........_............(Figure 19)._.........._ft 5 smaller of 2'-or US Truss or Rafter Connections at Loadbearing Walls ; Proprietary Connectors Uplift....--.•.».»........_.»....._ �.-»-.(fable 12)_......_.._.»..... .__..._.....U= plf .... . ...... Lateral.._.._...__......_.»...._..__......(Table 12}_..__._......_....__.._.._........L= plf Shear_.__.._....._...._.:...-._....._.(Table 12)..........._....»...._.».»_»_._..S= Pit. Ridge Strap Connections,if collar ties not used per page 21...(Table 13)..__._......._.....__._T= pif Gable Rake Outlooker.........».......»............__.._.(Figure 20)...........__ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls' Proprietary Connectors Uplift».._._.:....»._.A...._-.__.(Table 14)_....._._._..._.........._:...._U= lb. Lateral(no.of 16d common narks)_.(Table 14)................................ ..._L= . lb. Roof Sheathing Type__.._.___.:.._.._.._....._....__._..(per 780 CMR Chapters 58 and 59)...........: Roof Sheathing Thickness__...........»......._._r.:_...:...»-.-.....--------...».»_...._:__in.z 7/16'WSP Roof Sheathing Fastening.._.........».__...._..»...........(Table 2)_........»....»»............--------....... _ Notes:' •1• • This checklist shall be met in its entirety,excluding the specific exception noted In 2,to comply with the requirements of 7B0 CMR.530121.1 Item 1.if the checklist is met in ifs entirety then the following metal s"ps and hold downs ar-a not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 m Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 as and Figure 18b 2 'Exceptiorr:Opening heights of up to 8 IL shall be permitted when 5%is added to the percent full-height sheathing requirements shown In Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. ' i AFYC'Guide to Wood Construction k Hig,h >rindAr•eas:110 rnpk tKadZone Massachusetts Checklist for Compliance (7so mriz530r m.t)' . C✓l cb=jc . • compiian= j 1.1 SCOPE Wind Speed(3-sec.gust).._...._..._..._._........._...__.._..___......_.........._..._.-............. _ _.i 10 mph Wind Exposure Cafegory___._...._____..._..____..._..__.._........_.._...._..:._.............__..»._.._..__.._:_B Wind Exposure Category................Engineering,11equired For Entire Project.......................................C 12 APPt_.1CABILI7Y Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) stories s 2 stories RoofPitch. ..-..__-._-. _......._......_........._.».-_..... ...(Fig 2) ......_. .._..._.._......... s 12:12 Mean'RoofHelght'_.__._...___._.___......._._. ..._(Fig 2)_.__. ......._.._.............._._._ ft s33' Building Width,W--__-._.-.._..._..__-...--..__.-_..._....__r_(Fig 3)_.._._. . _ft s 80, Building Len L' (Fig 3 _ ' BuldrngAspect Ratio(LM ..................................__..._...(Fig 4)___.___..........._._.....�..._._.. •5 3:1 Nominal Height of Tallest Opening2 .._......___„.�.._. (Fig 4)....__..__:................. .............. 1.3 FRAMING CONNECTIONS General compliance with framing connections_....._...._....(Table 2).........._..................__..._.__.-....._.._._. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................a'.......................:...._........................ ........................................... ConcreteMasonry........__._._.__..__._....._.._.-_.._........... »._._..._.:._.._.............._..__............... 22 ANCHORAGE TO FOUNDATION" - 518'Anchor Bolts•imbedded or 5180 Proprietary Mechanical Anchors as an alternative in concrete only SoltSpacing-general ......_...:.(Table4)..__...._..........._..._.___..__ in. ............................ Bolt Spacing from endroint of plats............ ......._...(Flg 5)._._._._...................._ In.s 6'-12'. Bolt Embedment-concrete._.....-_......... ..._.._...(Flg 5)..-..__.__....__......:_.._..-__..._in.z 7' Bolt Embedment-masonry__._.-.--..._.......__._......_(Fig 5j_...:.._..r_----------------------___. In_Z 15' Plate (Flg 5)..____.__.__...__..._____._..__k 3'x 3'x'/' 3.1 FLOORS Floor•framing member spans checked ...__._.__..___._.(per 780 CMR Chapter 55)_..._.._.._..._...._..._. ' . Maximum Floor Opening]Dimension (Fig 6)....._..._;_._.................. ....... ft 512, Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:....................... ......... MMmrim F1oorJoist Setbacks Supporting Loadbearing Walls or Shearwall...-_.-__..-_(Fig 7)....................... ft s d Maximum Cantilevered Floor Joists T Supporting Loadbeanng Wails or Shearwal............._(Flg 8)______...._. .._. ft sd Floor Sheawng Type ..__....:..._.._.._. __. .....(per 7B0 CMR Chapter Floor Sheathing Thickness_...._._....._..._.._......_......:..._(per 7B0 CMR Chapter 55).....__....._..__. In. Floor Sheathing Fastening_............_......._..__..........._..:..(Table 2)__d nails at . 1n edge!—in field 4.1 WALLS - Wall Height Loadbearing walls._._............_.._..___.._.._........._(Fig 10 and Table 5)_-------- ft 510, ...:.__...._. Fi 10 and Table 5 ' ft's 20'Non-Loadbearing walls__..;_..�._..._.__.._. ( 9 )•--..._.........._..._..— . Wall Stud Spacing ._..__.._..------ 10 and Table 5).._.--......_...—in. 24 a.c Wall S ' Offsets ._.._ Fl s 7&8 42 OCTERIOR•WALLS . Wood Studs LoadbeariagviraAs.__._... ......_....___......_._-.-_...._(Table ft in. Non-Loadbearing walls.__._........_. ._....._._...._.:(Table 5).-...................__..2x Gable End Wall Bracing' ._._. •_ — — Full Height Endwali Studs........... 1 D)_.._...__.._.---........_......_........_.;...:..._. • WSP•Attic Floor Length.___...._::....__..:..._.___._.•(Flg 11)__..._..._.....__. ........_ ft zW/3 _ 'Gypsum Carting Length(If WSP not used)...-:-_-._.--_:.(Flg 11)_.._......._._ ._........._. _ft;-,.0.9W - and 2 x 4 Continuous Lateral Brace @ 5 ft.o.c._Fig 11)...................................... ...�__ .. or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing In end joist or truss bays Double Top Plath - Splice Length ..___._._:.__........_.......__.—_.(Fhg 13 and Table 6)............... It - Splice Connection(no.of 15d common naps)..-.-..._-...(Table 6).--.-..__._.........__........-..�..._._.... . r AWC Grude to Wood Construction irr High 11 ind Areas: 110 ueplr 1-Fisd Zone Massachusetts Chec.1dist for. Compliance (780 CIAR s301.2-1:1)r 4. ' a From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7l16'and be installed as follows: L Panels shall be Installed With strength axis parallel to studs. tL All horizontal joints shall occur over and be nailed to framing. gL On single story construction,panels shall be attached to bottom plates and top member of the double top plate. Iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nag spacing at double topplates,band joists,and girders shall be a double row of ad staggered at 3 Inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.26 or north of Rio.5) b)vertical addition—not required unless there is extensive renovation to the first'floor c)replacement iviridows—needs energy conservation compliance only(chap 93) B.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWC)webstte. yyHE2iMW ECIMFU STS DN Fit/WDiG USEW NArLS • 'AT6bc • u 1 1 11 11 li it t i • It o Atit 'r 1 ' ; ► 1 r it I i i • - At ' o n it z i I ' E am' 1 of i� I a i i dt l Cr 1 I FAAUINGMEMBERS ll II t' 1 EDGER MFRWSX&TE 12 I t u I ii ii 1 l 1 1 Q 1 • 1 11 11 i3 1 0- U u , r 1 S 11 D I 1 t l 1 I• '` � �`blrrl 1 1 W \ 1 1 11 11 • _ ^— sT muA WAG 3'MM1 1 , _ PMIH- �- PANE-EDU � pOuaIENAlLIDGESPAC>FIG MaXL Sea DetaU on Next Page ' Detall Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment ' • I_� [ i� � • l� 4 I •, i Town of Barnstable Regulatory Services ICAML � Richard V.Scali,Director bt �� Building Division Tom Perry,Building Comma sioner 200 Maio Street,Hyannis,MA 02601 wwwAtown.barnstablema.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 beb alf, in all matters relative to work authorized bythis buUd ng permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utl'lized before fence is installed and all final inspections are perform d and accepted Signature of Owner Signature of Applicant Prim Name Punt Name Date Q:FoxMs:owrrPERMISsmreoors 'town oi'.tiarnstame Regulatory Services `04 early Richard V.Scab,Director o" Building l&Won Tom Perry,Building Commissioner BEAM m� 200 Main Stiff Hyannis,MA 02601 • wfvw towabarnstable.ma_us Office: 569-862-403 8 Fax. 508-790-623 0+ HOMEOWNER LIC CW EXEMMON -- — �ptnserrint DAM JOB WCAIfON: -' ? .-J� Ds /le mmmber . -mvmvi-a : Z3�e-7 367 7A27 namee ` - homeon phone# wwk phe CURRENT MAILING ADDRESS: /6 7 -- - city/tmm sb1z zip codo The current exemption for"homeowners"was extended to include owner-oggRie:d 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_ DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she residm or intends to reside,oa which there is,or is intended to be,a one or two- family dwelling;attached or detached structmrs accessory to such use and/or farm structium 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 acccptable 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"assames n spansi for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner'certifies that he/she understa ds the Town ofBamstable Building Departmentmmimnm inspection procecjpes and requireme=andthathe/she ill comply with said procedures and requirements. i . Si go ofHomeowner Appmval of Bw7dmg Official I Note: Three-family dwellings containing 35,000 cubic feet or larger well be required to comply with the State Building Code Section 127.0 Construction Control j HOMEO MIS 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 109.11-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 0,Rules&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often i results in serious problems,particularly when the homeowner hires unficensed persons. In this rase,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 respoasfbrTities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iasi page of this issue is a form currently used by several towns. Yon may care t amend and adopt such a form/cert fication for use is your community. QAWPFff-E1FURMSVjWdmgpermithmslEXPP aloe Revised 061313 Town of Barnstable Regulatory Services Thomas F.Geiler,Director BARIMILEMMASS = Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstoble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMITI e;) I S'�— FEE: $ 3 s SHED REGISTRATION 200 square feet or less -7 A/7 2 � 6s ,me Location of shed(address) Village Property owner's name Telephone number /0 X 12— I`k Z Dos Size of Shed Map/Parcel# re JAS h-3 �����. C> Sign a Date y� Hyannis Main Street Waterfront Historic District? N —� Old King's Highway Historic District Commission jurisdiction? tj v Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE. IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION. FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN .�` Q-forms-shedreg REV:042911 TOWN OF BARNS TABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health Division / Date Issued ( � Z— Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board /P "P Lj Historic - OKH Preservation / Hyannis �_,Project-Street-Address &7 Amz> Village_-- ✓a �Qwner_ _ e �-7v /a i `Address_ IS7 ����� /'�. �� /�'�r ,� _�- _ Telephone 576S --3 1° - 7 a a Permit Request v _ n a, a 1 f 6vs17 Square feet: 1 st floor: existingi Z proposed 2nd floor: existing proposed Total new 17— Zoning District Flood Plain —Groundwater Overlay 4CProjeef Valuation} Construction Type Da ►'�i Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 7YY Historic House:. ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Vull ❑ Crawl ❑Nlkout ❑ Other Basement Finished Area (sq.ft.) �� Basement Unfinished Area (sq.ft) /,ZO dZ7 Number of Baths: Full: existing 2- new Half: existing new Number of-Bedrooms: J existing ---"new Total Room Count (not including baths): existing new / First Floor Room Count Heat Type and Fuel: ❑ Gas ®'Oil ❑ Electric ❑ Other Central Air: ❑Yes 0 No Fireplaces: Existing New Existing wg0,d/coal stb've: ❑&s ❑ No Detached garage: 0 existing ❑ new size Pool: ❑ existing ❑ new size _ Barn"-dexisting U ne"v size_ rJ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other.�y Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ r- Commercial 0 Yes ❑ No If yes, site plan review # CD r" Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name v CTelephone_Number_ �6O %�� �7�� Address ��� ��J � License # �g��c u Home Improvement Contractor# t� l Worker's Compensation # lvcz ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE c--DATE_ �� v Y FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED. MAP/PARCEL N0. ADDRESS VILLAGE OWNER f DATE OF INSPECTION: FOUNDATION ® 7l L (0 8/7'IZ Y 'F FRAME Y -7 17 I d p 1 r INSULATION b�IZ FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' i FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. sa The Commonwealth of Massachusetts Depw*nent of Industrial Accidents O}�ce of Investigations 600 Washington Street Boston, MA 02111 www mass gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/0rganiza6=4ndmdna0: ell YY�IoV/ J Address: Alt/y� City/S ie/Zip: Lv"' Phone 000 AVu an employer? Check the appropriate box: Type of project(required): . 1. m a employer with 4. ❑ I Mn 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. 7. ❑Remodeling j ship and have no employees These sub-contractors have g, ❑Demolition working for me.in any capacity. employees and have workers' [No workers'comp.insurance comp.insurance.# 9• ❑Building addition required_] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑-I am a homeowner doing all work officers have exercised their 11.❑Plmmbing repairs or additions myself: [No workers' comp. right of exemption per MGL 12 goof repairs insurance regi red.]t c. 152, §1(4), and we have no ❑ employees. [No workers' 13.❑ Other comp.incrrance.requirod.] *Any applicant that checks box#1 must also fill out the section below sbowing their workers'compensation policy information. t Homeowners who submit this affidavit indicating thcy are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractars that check this box must attached au additional sheet showing the name of the sub-contractors and state whether or not those entitics have employes. If the sub-contractors have employees,they must provide thcir workers'c policy number. °mP•P cY lam an employer that is providing workers'compensation insurance for my employees Below is the information. policy and job site Insurance Company Name: Policy#or St1f--ins.Lic.# h1Gv �b�/ D/ Expiation Date: 7i l Job Site Address: 1i7 ✓,�' City/State/Zip: Attach a copy of the Workers' compensation policy declaration page(shouting 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 in>prisomment,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 der hereby certify under pains es ofperjury that the information provided above is true and correct Si Dare: 7i Phone#., g Ofj'icial use only. Do not write in this area, to be completed by city or town offcial City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: HN-!e-2012(W D} i': F2 I-IKICLM b PFIRSONS iN51JRHlr'CE (FHX) l781344li2S P 00101031 WORKERS COMPEt 4 ATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Asso,iated Employers Insurance Company 541 hird Avenue,sortington,Massachusetts 01803 (800)876-2765 NCCI NO 40959 POLICY NO. E �C(-, r�TERED 0� 7 'i/ 2�11 PRIOR NO. 5096114012010� I ITEnt 1. The insured Michael Ooluga dbe Village Craft Building Remodeling Mail Address: 558 Snntuit Road Coiuit MA 02635 Street No. Town or City County Slate Zip Cale FEiN xxxxx2146 ®Indl-4dual [2Partnersh p ❑Ccrt oration ❑Joint Venture [}Association 00ther Other workplooes not shown move: 2. The policy period Il;from 12 ,^ 1" _to=3092 12;01 a.m.standard time a the insured's mailing address. 3 A. Workers Compensatior I:lsurance;Par.One of the policy applies to the Workers Compensation taw of the states listed here; PAAA B. Employers liability Insurance:Part Two of the policy applies to work in each state listed ir.item 3.A. The limits of our I!ablllty under Pan Two are: Bodily Injury by Accident S _ QQQQQ each aco!d9nt Bodily Injury by Disease S 500.000 policy limit Bodily Injury by Disease S 100 00 0 ach employee C. Other States Irrsvronce Coverage teplaced By Endcrsement WC 20 03 06A D. This polity includes these endorsei tents and schedules:SEE SCHEDULE 4. The premltlm for this policy will be deter'lined by our Manuals of Rules,Classifications. Rates and Rating plans, All infermetion required below is subject'o verification and change by audit. Classifications __. Premium Basis Rates Code Calin,ated Per 3110 CeGnwvd No. TOta!Anruzl Of Anru.ia' j �R•:m•.unrativn Rurrurwrutian prnrriin i I14TRA 355380 SEE E(TENSION OF MFORMATIC(N PAGE Mir•,imwrt prerr:ium S 500.00 Total Estimated Annual Premium S 2,924.00 As Ind cattid interim aeJustmants of premium shall )o made: Ooposit Premium 3 3,076.00 © Annually ] Semi Annaa!ly C quarterly 13 Monthly MA Assessment Chg. $2,577.35 x 5.9000% S15?_.b0 l his aoii;y,including all endorsements,Is hereby r ountersigned by 1t ltei 1 4u:herliarl 4J�rmlttn Date i GO/ r� GOV KIND— FILACING ,CWIr i NAME SAFE7Y Malcolm&Parsons Insurance j STATE t CLASS AUDIT OFF1Cl: 0_FFi = CHECK GROUP Agency lac I MA 5e.45 17 504� I 6 Freeman Strost-P 0 Box 527 ! Stoughton,MA 02072 WO 00 00 01, A(7-11) I:CIJG96 cwynwrllaf mat9i 11 Jt:fhl Natl atN Council un.;cm('6nsr Inn!nLUf9N;9, CCE7 xl7t ll4,^.6ltnlsBtOn. .. I - Y J� Town of Barnstable *Permit# P�' p Expires 6 months from issue date Regulatory Services Fee od v "'3 Thomas KGefler,Director Building Division *p Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ,. Office: 508-862-4038 Tp r� � Fax: 508-790-6230 wlV OF ��0,� EXPRESS PERMIT PP T IO X-Pre- imprint UL ONLY ' t Valid Map/parcel Number dgk Property Address Residential Value of Work r�_ Owner's Name&Address �a-n 1 00- �PK— `/- : o� Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Permit Request(check box) ❑•Re-roof(stripping old shingles) All construction debris will be taken to ,;, ❑Re-roof(not stripping. Going over existing layers of roof) i ❑ Re-s' e• -� rZ eplacement Windows. U-Value igo (maximum.44) W *where required: Issuance of this permit does not exempt compliance with other town dl�p t regulations,i.e.Historic,�on,etc. ***Note Property Owner must sign Property Owner Letter of Permission. - H e rov nt Contractors License is required.. � s ti `�,Signature , . I NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAr. M97 SPACING ROOF FRAMING: 2 8dD BLOCKING TO RAFTER(TOE NAILED) 2-16d D RIM BOARD TO RAFTER(END NAILED) I WALL FRAMING: 4-16d 5-16d S TOP PLATES AT INTERSECTIONS(FACE NAILED) 2-16d 2-16d 24"o.c. STUD TO STUD(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES HEADER TO HEADER(FACE NAILED) FLOOR FRAMING: 4 8d 4-10d PER JOIST JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 2 8d 2-10d EACH END BLOCKING TO JOISTS(TOE NAILED) 3-16d 4-16d EACH BLOCK BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH JOIST LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3 8d 3-10d PER JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO JOIST(END NAILED) 2 16 d 3-16d PER FOOT BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 4"EDGE/4"FIELD SPACED OVER 16"o.c. 8d 10d 6"EDGE/5'FIELD RAFTERS OR TRUSSES GABLE END WALL RAKE OR RAKE TRUSS W!O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 6d CEILING SHEATHING: 5d COOLERS - 7"EDGE/10"FIELD GYPSUM WALLBOARD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 8d 10d 6"EDGE/12''FIELD STUDS SPACED UP TO 24"o.c. 8d ---- 3"EDGE/6"FIELD 1/7'&25132"FIBERBOARD PANELS Sd COOLERS ---- 7"EDGE/10"FIELD 1/2"GYPSUM WALLBOARD FLOOR SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) ff8d 1 Od 6"EDGE/12"FIELD 1"OR LESS THICKNESS 16d 6"EDGE/6"FIELD GREATER THAN 1"THICKNESS Town of Barnstable Regulatory Services MANSTABM Thomas F.Geiler,Director 163g6 � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 April 25, 2012 Kenneth Holland 159 Trout Brook Rd. Cotuit, Ma. 02635 RE: 167 Tower Hill Rd., Osterville Map: 142 Parcel: 005 Dear Mr. Holland: In accordance with 780 CMR R113.2 you are hereby notified that a stop work order has been issued on the above property for violation of 780 CMR R105.2 which states in part "It shall be unlawful to construct, reconstruct, alter, repair, remove...without first filing a written application with the building official and obtaining the required building permit and all other required permits therefore." This matter was brought to your attention some time ago as a stop work order was posted on the premise on January 31, 2012 and I personally spoke to you shortly thereafter. Ample time has been afforded to resolve the violation yet,to date; this office has seen no attempt at resolution. Be advised that you have until May 9, 2012 to resolve this issue and bring the property into compliance. Failure to bring the property into compliance will result in this office pursuing legal action to the fullest extent as allowed by 780 CMR. By Order, ®rerL.'Lauzon Local Inspector (508) 862-4034 i r I P�oFt T° ti Town of Barnstable Regulatory Services. RMMSrABLE, : Thomas F.Geiler,Director MASS. 94,p 1639. .0� Building Division rED MA't e Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/to\vn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER , Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages'a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fom-/certification for use in your community. Q:forms:homeexempt �FVE ram, Town of Barnstable Regulatory'Services HAR? ABLE ' Thomas F.Geiler,Director 16.19. `�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.to.wn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder i2 z , as Owner of the subject property hereby authorize �tie Q to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) S e of Owner Date _ ane 11bl141 Print Narne If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:OWA ERPERMISSION 13 ( 7��•:. t � �J sr �r; �• r: ilt tmctit of Pu71r., S'`l;u tls .w . Musx:►chusctts- Ocl ' jtiuns "Jild •} "Bu; tIu' of Bui sor License ltlinr Rc„ Construction Supervi ., , License: CS 50234. . �1;i1,Pl �'Gn i•'•il ;' ' � ' I ;1�' tlli y`;�liltl:l l} 1 .,r,h `'•�,:' ••li• !s�il �'�l;�;l I ,r•'1 A dELUCA',� 5 D Y., 68 SANT:UI�iTiVR, .l�t`,1�,:�:.lil • tc MA�i A. v,I� 1 `'��1: a,`t• Ex iration: 71912012 i Office of Consumer Affairs&Business Regulation,,": HOME IMPROVEMENT CONTRACTOR Registraiiow,.pl.(5548 Type: .. Expiration: _1-14 2012 DBA 7:_3 VIL GE CRAFT ILD NGiR MODELING Michael Deluga 568 SANTUIT RI � ,y — COTUIT,MA 02635 I _ • '�t../ Undersecretary - Licensg_or rpIgistration valid for individul use only before'thc expiration date. If found return to: I Office of Consumer'Affnirs atidBusiness Regulation i 10 Park Plaza-suite 5170 Boston,MA 02116.` Not valid-witl t signature 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application(#� Health Division Date Issued < < l Z Conservation Division Application Fee //���� Planning Dept. Permit Fee / (�C'J Date Definitive Plan Approved by Planning Board (� )511 Z Historic - OKH Preservation / Hyannis Project Street Address ' Village pr Owner � Addre s Telephone Permit Request e, Square feet: 1st floor: existing ��proposed 2nd floor: existing proposed � Total new Zoning District Flood Plain Groundwater Overlay Project Valuation k6 Construction Type Lot Size Ll Grandfathered: dKes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structt e b Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No � Basement Type: �Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2— Half: existing nevr6.. N . Number of Bedrooms: existing _new t o _ Total Room Count (not including baths): existing new First Floor R Count .p a Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other 4. Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ oal stov& ❑ ❑ Nq._'sr ~. . Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing '5 n.e.�size-:_' Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION l (BUILDER OR HOMEOWNER) Name Telephone Number 9 Address � V �dYl t7 f License # Home Improvement Contractor# Worker's Compensation # 5�V4111 0 Zall ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJEC WILL BE TAKEN TO SIGNATURE DATE _ I 5 f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. is` ✓ y I, ADDRESS VILLAGE ' OWNER 3 DATE OF INSPECTION: FOUNDATION i ' FRAME L5 INSULATION FIREPLACE ''Ir ELECTRICAL: ROUGH FINAL _ ° PLUMBING: ROUGH FINAL �f GAS: ROUGH FINAL FINAL BUILDING } DATE CLOSED OUT n �� ASSOCIATION PLAN NO.' t The Commonwealth of Massachusetts 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 Le 'bl Name(Business/Or' niTation/lndividaal): V Lj� Address: City/S to/Zip: �/ Phone#: Are u an employer?Check the appropriate box: Type of project(required); 1. I am a employer with 4. 0 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 7. ❑Remodeling shipand have no employees These sub-contractors have 8. Demolition working for me in any capacity, employees and have woikers' insurance.$ 9• ❑Building addition [No workers' comp.in i�r comp.P• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their g pairs or additions 11. Plumbing re myself. [No workers' comp. right of exemption per MGL 12.Q Roof repairs insurance required.] t. o. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who 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 fo my employees.. Below ' the policy d'ob sib information. �6 Ui Insurance Company Name: Policy#or Self-ins.Lic.#: 0. Expiration Date: Job Site Address: Dl 1 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 hereby certify under t pains and n 7,qfperjju:ryt;hattheinformation provided abov is tr a and correct Si ture: I?ate: Phone#: . 6ial use?�: e-rr ;=��:,�^-aFea—tee-cr.-r� G pfe ed G�CTty OrCI 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 Cont#ct Person• Phone#: JAN- '.6-201E{4i_D;t i', E2 1-1RLC0IM & PARSONS INSHRNCE (.FRX) 178I3d4H2`_• P ui_1;;;3i r WORKERS COMPEl' SATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE r Assoi:iated Employers Insurance Company 54 l hind Avenue,Burlington,MaaLwchusetts 01803 (800)870.2765 NCCI MJ 40959 / POLICY NO. WC_5005114012011 ENTERED NOT ? ? 2011 PRIOR NO. SOOo114012010! i lTcA1 1. The insured Michael Oaluge dbt Village Craft Building&Remodeling Mail Address: 558 Suntuit Road Cotuit MA 026"5 st:aet No. Town or City Counts' stale Zip cwt I FEIN rxvA21a6 ®Indl-rldual C]Partnersh.p ❑Geri oratiun ❑Joint Venture ❑Association 00ther Other workplaces not shown aoove: 2. The policy period Is from 1 -.tD 12t23r201Z 12,01 e.m.standard time a the insured's mailing address. A. Workers Cpmpansalior.Insurance:Par.One of the policy applies to the Workers Compensation hw of the staves listed here; I'AA B. Employers Liability Insurance:Part Two of the policy applies to work in each state listed ir.item 3.A. The limits cl our,I!ablllty undrer Pan Two are: Bodily Injury by Accldont S _•_1QQQMQ each 6cc:dent Bodily Injury by Disease S 500�r.Dlicy Emit Bodily Injury by Disease S 10 02each employee C. Other Statec Insurance Con:rage 2eplaced By Endersement WC 20 03 06A D. This policy includes these eil:orsai rents and schedules:SEE SCHEDULE �. Tne proml'am for this policy will be deter lined by our Manuais of RuIee,Classifications.Rates and Rating plans. All information required below is subject;o verification ar.d change by audit. l�Classiftudons Premium Basis Code Per S1iD Cetim:•.;rd - Ceiinwled M. lout Anru l Ct Niro.� i R.munwpt,cn 1114TRA 355380 i i SEE E ENSION OF iNFORMTI N PACE i ;,`IinitT1laT1 preri-Jum S 500.00 Total Estimated Annual Premium S 2,924.00 As ind' ated Interim aejustmenta of prGrotum shall )b made' Doposit Premium $ 3,016.00 © Annually ] Semi Ar:nua!ly C7 Dvarterly I] Montnly MA Assessment Chg. 52,5?;.35 x 5.9000°h 5157..0C' ihl5'70{icy,indudinc all endorsements,is hereby'ounters'gned by qu:ncnsraatiisy:cnro Dmc 7ALI5 TSAFETY Malcolm&Parsons Insurance MASylOFFICI OFFIC: CHECK GROUP AgencyIncE45 50� 6 Freeman Strc,e� P O Dox 52? _�__..�_._ S:ougnton,MA 02072 b!C OC'CO 01 A(7-'1) i ctueae ewY'19nta7 ro ornl rrau arN Council on.;xnt nei In9!nr•uroma, CCr0':A71 i19;,iAtnia a'On. _ I I Massachusetts -t Department..of Public Safety i� I v Board of Building Regulations and Standards Construction Supen•isor j License: CS-050234 ? MICHAEL DELUVA 568 SANTUIT RD s COTOIT MA 0205 0 Expiration Commissioner 07109/2014 't Office of Consumer Affairs&Business Regulation i ME IMPROVEMENT CONTRACTOR j gistration: 1;05548 Type: t� xpiration: zz7L1Z/2014 DBA mt)--- VILLAGE CRAFT BUILDING,&REMODELING Michael Deluga r:%5= 568 SANTUIT RD. r COTUIT,MA 02635 - � Undersecretary (" License or registration valid for individul use only f before the expiration date. if found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 ;I _ j Not.valid without signatur,`�'� ;� �FTHE toYy 'Town of Barnstable ti Regulatory Services • BAItNSTABLE, + MAIM g, Thomas F. Geiler,Director . �p 1659• �0 Tiros Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barustable.mi.us Office: 508-862-403 8 Fax: 508-790-623 0 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 (Address of Job) *Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Sig7atute of App cant ell`'" Date Q:FORM&OWNERPERNOSIONPOOLS 6/2012 i VE Town of Barnstable Regulatory Services . BMrrsxABLE, Thomas F.Geiler,Director MASS. 0.19• ,�� 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 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonri/certification for use in your community. Q:forms:homeexempt ROAD E fuul.Ij t E RIDGE ;6,-; P. OAK 0 8',30 N 08 w E: ,08.80' T F 91.97 R=554.96 R==554-96'38.61, A=4364' N92.05 96.21 cA 4 r- F6 Map 142 Parcel 5 1�reo o co 38,329± S.F. PL. 8K. 82 PC. 0.8.8± AC. EXIS nNG BBO TO BE REMOVED Lr, 95-08 EXISTING CESSPOOLS 91.E1TO BE PUMPED, FILLED W1 SAND & ABANDONED. s4.61x 18 5 VENT L4 I Ln 94.37 'L�_6 x TP-2 t I 1 1 94.50 r-rv--1 x I -44 TERRY 95-02 LAG-POLE L 0 94.28 ANN 94.11,01 '-t94.48 EXISTING PAVEMENT-', 12X2 r I WARNER 1;1 IP/TIPPED/ D 93.98 94 TO BE REMOVED TP-i83 No. 38721 94 IL .28 94.23�0'5, iFT PR CC -4 94.30 s 94.94 PROPOSED DECK 16' LAND S� C. 46.40 16 x 52' S 05'2 1'50" E I Cb ZE x 9 4.30 94.11x X 94.00 0 94.36 x 0 PROPOSED 94-86 3 k4S DRIVEWAY 00 00 PETER T. 4% 95.10 512 94.71 CD MC NTEE u CIVIL No. 35109 U4 2- 95.44�� G/sw -ITl 95.68 76.6' IsnvG EX N HOUE(#167) 9655 96t TOF=S99.54± i 95.16 eL=92.14.t G Cellar I - I datum) 9-/?q _u Ln 6 99 A?. PROPOSED Benchmark Set 96.q6 96 ADDITION 1)3.+ MAGNTEC NAIL SET EL.=100.00 (Assurned)l 8. I h8.4'3 0, 9 3.. 150.0 ''HIRES Of OVERHEAD wi� 30 'JER: SERVICE N 08,18 w EXISrINC W, 1 O�3.80 TFC,'r p!T Main St 16' Z k.t II co oI PL. 8K. 82 PC. 9,3 C'O LOCUS MAP NOT TO SCALE rn EXIS77NC BBO I GENERAL NOTES: TO BE REMOVED 95.08 1. ALL CHANCES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. -0 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 94.61--718.5 VENT OF THE STATE ENVIRONMENTAL CODE, TITLE V AND ANY APPLICABLE ' 0 X I I I I LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 94.37 L - X TP-2 -310 CMIR 15.405(l)(b): I I I I AQSj, 1 94.50 maximum cover requirement, -1 4 1) A 3' variance to the 3' r or- vented. I 111;�r_ for 6' of max. cover. S.A.S. shall be H-20 and LAG-POLE 'L j TERRY 0 94.28 ANN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION A 9 4.1 If 1'. AND APPROVAL BY THE BOARD OF HEALTH AND THE 0- -94.48 WARNER DESIGN ENGINEER. /2X2 'r - , IL I TP-1 No. 38721 94.28 11 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING % 94.30 JFT- PR CC I L BE REPORTED TO THE DESIGN sj� FROM THOSE SHOWN HEREON SHALL r ENGINEER BEFORE CONSTRUCTION CONTINUES. 'I r i LAQ 16 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. ct, 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF zi ER TO NOTIFY THE LOCAL BOARD OF 94.11X 94.36 x 94.00 THE CONTRACTOR OR OWN 0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 95. 3 94.86 0 17' Of 414SS 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. PETER T. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS McENTEE 5.12 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 94.71 00 c=) CIVIL AUTHORITIES. .71 DIRECTED BY THE APPROVING No. 35109 10. IT SHALL 8 95.44�� 1 E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY r N) A GISA THE LOCATION OF ALL UNDERGROUNDPRIOR TO BEGINNING "3 UTILITIES. 1J. CONSTRUCTION. c-y1577,1VG', N HOUSE(jfI67) '-.I i. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS TOF=99.54±� - 1 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND Cellar F'I.* eL=92.14± 95.16 0 CMR 255(3). -'Assumed datum)... 9779 REPLACE WITH CLEAN SAND AS SPECIFIED IN 31 B.5' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE b INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. 96.96 98.13 9 .4 98.42- PROPOSED 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 96.96 9O X '96 ADDITION IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. -.66 98 SYSTEM SITE PLAN �98.915 48.45 4�' PROPOSED SEPTIC SYS 98. LGT OSTERVILLE, MA 06- 99.16-0 1150-00'' 9 167 TOWER HILL ROAD, 8.67 97.64 1 9 00,,< r�d, Cotijlt, MA 0263 S 03'26 50 E Prcpared For: !<_-nneth �-Iolland, 157 Trout r - MAC-,PC!:T U" B. NO. 0 100 00-- - by: Surveying by: SCALE DRAWN JO Edge iDl).24 ASIN PovernentlBerrn 97-89 Engineering PROJECT NAME: jt ADDRESS: //a Z /a&)P/` 26//&ted AS71 PERMIT# o?Q/off D 30/o? PERMIT DATE: �.B M/P: LARGE ROLLED PLANS ARE IN: BOX a / SLOT Data entered in MAPS program on: 44 y BY: q JOB SITE:/4,7 TacrtiL dr7 MA MAP INSTALLED BUILDING PRODUCTS PO BOX 1309 SAGAMORE BEACH,MA 02562 INSULATION CERTIFICATION—PER IECC 303.1.1 BATT INSULATION Exterior walls: XvtA".Z>AT Type: r3A.Tt Manufacturer: Owexxs +vimEn-k--R-value: 13 Exterior walls(other): Type: Manufacturer: • R-Value: Interior Walls/Stairwell: Type' Manufacturer: R-Value: Basement Ceiling:5.,,j,v. Type: 4?T Manufacturer;6wea Clvo-;�r ..�R-Va Flat Ceilings; Type: Manufacturer: R-Value: Sloped Ceilings: k Type: 13A7q' Manufacturer: 01j C�aj,..� R-Value: 3�r- BLOWN INSULATION FIBERGLASS OR CELLULOSE (r'-,4�� Exterior walls: Type: C+q,rr,�, �'wsr.A ecl� Manufacturer: de&&F '� Installed thickness:3 Settled Thickness:_Settled R-Value: 2e-). I Installed density: Coverage Area; Number of Bags: Flat Ceilings: Type: Manufacturer: installed thickness:_ Settled Thickness: Settled R-Value: Installed density: Coverage Area: Number of Bags: Slooed Ceilings: I�vo�Ll N4Z. Type: ft-aEn 16"Manufacturer: 'RASE: Installed thickness:S S'�r Settled Thickness:_^Settled R-Value: 3� Installed density: Coverage Area: Number of Bags _ Date: �) l For MAP Installed Building ducts 1 ... 1 t� ♦�e M1 1' r 3 s ky 167Tower Hill Road, Ostervi .,r1 /31 /12 1 �r r r. 1 r �`67 Tower Hill Road, Osterville 1 /31 /12 WIN � .._ f - •' •fit •. i AL Ah i �r ����� �� �. :,� � r'+� Y�� _�.I ,, }N� aye F } r ;�, „� ° -� .,_.► F. *, •/ l r -`•� �'Y C ►',- '�`, 1i� j r � ,11� r* � .s.r,,���Ir 11,� �" (1 � V �j �� i �,? t 9► N, ro' f� _11 3'hl' ,�` •,� ¢ `.i_.�, I �?/. �I '�`�•ti rt'f.M1•►v,♦ 'vl, j�: .� I` �,... WO � ►� .is �`♦ Msz, jam. - ? '� c. r�1� '1�� �.eu,,"�� �� -o- d R '4' � ��1�• ♦ SS.^''r�i �a+111�45"`frr,� s •�� c r 4F j ! �� � •' I' 9rfA •� � r p. t SS l �' � Vol 51 4 y tIM n T vi4Upr ! ` 1 r 4, , - --= , �a s r e r -y 4 i slow ' . 1 r r 1 a l Assessor's map and lot number .....1. .... ............. I/7/7-3 SEPTIC SYSTEM MUST BE Sewage Permit number ................����L� ................: INSTALLED IN COMPLIANCE.. V,,'ITH ARTICLE Il STATE . SANITARY CODE D TOWN �QyOfTHE t��o TOWN O_ F BARN�ST�AIRL� i BAWSTODL$ i 01M BUILDIflG INSPECTOR �p 3q. \00 E MPY I►• _ APPLICATION FOR PERMIT TO "R�� �ON ... ��� .. ..... ..... ............7-o ...................................... . ............ !f � � 4.TYPE OF CONSTRUCTION ...................................... ............ .............................................. ............' / ............19 TO THE INSPECTOR OF BUILDINGS: The undersigned herby a plies foaP. ermit accordi g to the fol ing information: -7 Location ........... o............................................................................. Proposed Use 0,0& 46��............... ..... .... ..............................®... ................... Zoning District Sw"!!!.................................Fire District .....C..'.� / � T „..............�+.................. ....... Name.of Owner �./I�4.T �.....: .:.F.!v JQO.Address ..........16 7. W .(/.L� ...1� ....... ........ ....... Name of Builder ..�-C.N.4 ....... . .. . � . ..... ....Address ..... .... ................ .......... .......... Nameof Architect ............................... ... .............+ .........Address .................................................................................... T s/00Rj,00a Number of Rooms ...................../..........................................Foundation Q.! ............................................ .W..;j%z Exterior ............. Q ........Roofng ..........................�`r0&,4 . . .............. ' Floors W � ................................Interior V:Z) 7 � 4-�► . ......................... ..... .... . ................................................. Heating ............ ...........4E� 4a.....Plumbing .......................4V ................................ r Fireplace .........................�..... .....................................Approximate Cost .. � .. ............. Definitive Plan Approved by Planning Board -----------------------------19- ---• Area ....... ... Diagram of Lot and Building with Dimensions ................ SUBJECT TO APPROVAL OF BOARD OF HEALTH jq ��tsTtu � I 1 � 3a s I hereby agree to conform to all the Rules and Regulations of the Town-of Barnstable regarding the above construction. Name .... .. ...................... .......... ...................... Sanford, Walter 16673 add to singl .......... S:L�-g-1 No ....... Permit for .................................... family dwelling ........................................................................... ... • 167 Tower Hill Road Location .................................................... .... ....... Osterville ................................................................................ Walter Sanford Owner ................................:................................. frame Type of Construction ........................................... ................................ ............................................... Plot ............................ Lot ................................ Permit Granted ........Octiaber..17...........ig 73 Date of Inspection ..... 19k Date Completed 4 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ r. ............................................................................... ............................................................................... Approved .................................................. 19 ............................................................................... ............................................................................... GENERAL NOTES: 1) POOL CLEAR W[TN LOCAL STATD PROPERTY LINES E REQUIREMENTS. SHALL BE IN ACCORDANCE 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY,GRADING, TION. 32' FENCING,WALLS OR OTHER SITE INFORMA 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF CF 8 8 8 8 INSTALLATION AREA. CF ANSI/NSPI—TYPE 11 POOL—DIVING PERMITTED 4' 4 POOL COMPLIES TO NSPI-5 35'-1 ADDITIONAL NOTE 8 SF IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, 8' 40" THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY DEEP ACT IS REQUIRED: 8' DEEP DRAIN COVERS ASME A112.19.8 2007 AT 3'-0"MIN APART 16' 8' AND STEEL ENTRAPMENT AVOIDANCE MUST BE INSTALLED. 4' 6' 14' 8' STAIR i i CODE COMPLIANCE 6"R A. MASSACHUSETTS Typ COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE g SF 780 CMR(9`h ED.) INTERNATIONAL RESIDENTIAL CODE -2015 INTERNATIONAL SWIMMING POOL&SPA CODE -2015 4'I 4 I B. ELECTRICAL&PLUMBING THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING CF 8 8 CF AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO 8 8 THE CURRENT ADOPTED NATIONAL H THE CURC CODE REQUIREMENTS. RENT RRENT ADOPTED STATE CODE. CF--6" RADIUS CORNER FILLER ' ALL PLUMBING MUST COMPLY WITH SF--RECTANGLE STAIR FILLER i 4'CONCRETE DECK COPING allORIZONTAL 0 BOLTS CLEAN —PANEL END FILE NUMBER: 14042851 THIS POOL CONFORMS TO CUSTOMER SIGNATURE REQUIRED DATE Type ,pool CONCRETE RAME GRACE APSP/ANSI/ICC-51011 STANDARDS Perimeter: 96'-0" yh FOR RESIDENTIAL INGROUND YL LINER i SWIMMING POOLS DEALER E°NTAL "Surface Area 512.00 SQ FT 33 Wade Rd. Imperial NAME: B.TT°o°'eVolume: _ Latham,NY 12110 �'+ CUSTOMER _ phn:518-786-1200 POOLS NAME: L—Y•B'OVERDIGJ DRAWN Lynn n/a fax:518-786-0954 N Job Name 1 H of M"Ssycy Ken Holland 167 Tower Hill Road '1 JAh1ES A.MARX,Jcn R. O$tervllle, r ; NO.36365 O �V� �0, �FGI gT �`SSIONAL LNG amen A. Marx, Jr. MA Professional Engineer Lic. 36365 GENERAL NOTES: 1) POOL CLEAR E WITH LOCAL BUILDINGS AND STATE REQUMMENTESS SHALL BE IN ACCORDANC E POOL LOCATION ON PROPERTY,GRADING, 2) THIS PLAN DOES NOT INCLUDE 32' FENCING,WALLS OR OTHER SITE INFORMATION. 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF CF 8 8 8 8 CF INSTALLATION AREA. ANSI/NSPI-TYPE II POOL-DIVING PERMLCTED 4' 4 POOL COMPLIES TO NSPI-5 35'-94" t ADDITIONAL NOTE 8 1F POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, i $@ SF THAN COMPLIANCE TO THE VIRGTNIA GR4EME BAKER POOL AND SAFETY ( DEEP 40" ACT IS REQUIRED: I 8' DEEP DRAIN COVERS ASME At 12.19.8 2007 AT Y-0"MIN APART I 81 AND 16' STEEL ENTRAPMENT AVOIDANCE MUST BE INSTALLED. 4' 6, 14' 8' STAIR CODE COMPLIANCE 6"R A. MASSACHUSETTS TYP COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE g SF 780 CMR(91h ED.) INTERNATIONAL RESIDENTIAL CODE - 4' INTERNATIONAL SWIMMING POOL&SPA C CODE -2015 4 B. ELECTRICAL&PLUMBING THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING CF 8 CF AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO 8 $ $ NTS THE CURRE ADOS3T Co NATIONAL I THE ELECTCURRENT ADOPTED C CODE STATE CODE. � CF--6" RADIUS CORNER FILLER ALL PLUMBINGMP SF--RECTANGLE STAIR FILLER 4'CONCRETE DECK COPING t n 7,f BACKFBl VA H WO BOLTS CLEAN EARTH &NNVEL�EE o FILE NUMBER: 4�42$5 THIS POOL CONFORMS TO CUSTOMER SIGNATURE REQUIRED DATE Type II Pool APSPIANSI/ICGS 2011 STANDARDS 1 CONCRETE A•FRAMEBRACE Perimeter: 96'-0" yp FOR RESIDENTIAL INGROUND 1 COLLAR (2500 pSO VINYL LINER I SWIMMING POOLS HORIZONTAL 1 DEALER STAKE BRACE 'Surface Area 512.00 SQ FT 33 Wade Rd. Imperial NAME: — r Pool I Latham,NY 12110 eorTOM VOIume: — CUSTOMER phn:518-786-1200 A POOLS NAME: -r-6'OVERDIGJ BY:DRAWN Lynn n/a fax:518-786-0954 I Job Name ' OF M T1 c\�r`j" A`.`,; �y Ken Holland N. 167 Tower Hill Road �nrtts A.Mf>RX,JR. cn Osterville, NIA I � N0.36365 /a I �O�F�vIS /0 ,0 SS/oNAL James A. Marx, Jr. MA Professional Engineer.Lic. 36365 i LEGEND x N - D s9s3 - 98 -- EXISTING CONTOUR 0. 10 ROA x 100.98 EXISTING SPOT GRADE uth St a OAK RIDGE 90.1e _-_----- 62 PROPOSED CONTOUR So 90.71 Edge of Pavement w 18'� ___--- 9,08 -�H• OVERHEAD WIRES a 91.12 --92 N 08• 80,------ `.' W EXISTING WATER SERVICE o; LOCUS 9 R=�64.96, - ---- 10��-------- 96,26 �z f� TEST PIT 2 ti R=554.96' - o BRB/FN 91.97 , •A_38 61' r� N 6 BENCHMARK 3 92.05 I U A=43.64 ,- N _-- Main St � '�� D ;96,21 � o o o W Map 1 412 Porce/ 5 ' z m 1 rea Z ao w%on„o Rd ao Ave 38,Jg9f F.S. ' tv 0.88f AC. Q I I� , o LOCUSMAP PL. BK. 82 - PG. 93 NOT TO SCALE CTi V �� 95.08 91.61 `\ 94.61x ' 1 N I 3!8ViS)NUVrJ -'O NMOI 94.37 tl x A 94.50 I L 0 d3S95.02 ^ FLAG-POLE 9\/1 0 94.28kn 93.98 � � ���iE l i't Q LJ-LJ 94.48 �P IP/TIPPED/F�D ____---� s � �/ 9�63 94.23�a 94.28 I i i I 94,30 I Q 1Fr- 1cE I OF MA 94.94 i i i `�` Ss M OF oa'o 46.40Ln I � �� gssgCti ` S 05 21'50' E 0 f I j o PETER T. o= TERRY s ZE 2 ' x l McENTEE ANN 94.30 94.11x 94.36 x a94.00 ' o� CIVIL "' o� WARNER � x 95,45 I m No. 35109 No. 38721 0 O I V 94.86 95.23 I i �b E�/$TvtE�ED �c� �Fj/O 0I$1ER�� O i 35.8' rr1 I PROP ED DECK c AGE 94`71 po / c� ' 7/ SV ! o � TOS 96.2 to J�it C.i 96.5- 1 8, 95.68 iN i �o EXISTING LAMP x co I O (REMOVE) g6,8 F-1 EXIS77NG HOU zc'/-g167) . ' r1 FLOOD PLAIN DATA 96.55 _ 96 96' /TOF=99.54f' NON HAZARD-ZONE C ` G7- - Cellar Fl. EL=9J.14.+ 95.16 ZONING CLASSIFICATION: ZONE RC _Tj9 (Assumed datum) 97.79��\ ' SETBACKS: FRONT YARD=20' 9616 -- �\ I I SIDE/REAR YARD=10' 96.96 98p 9 .41 98,42� s MAXIMUM BUILDING HEIGHT=30' Benchmark Set �� �' D � �o CATCH BASIN RIM R_ b 97.44 1 96.96 /i � 98 x �\ �( I'96 WIND EXPOSURE CATEGORY: Exposure 8 Q, EL.=98.82 (Assumed) c ` a° �/ \ ,66 ' _ _ I __-____-___-___- 98.62 LGTe.a5 �, �•_ ,� PROPOSED GARAGE .00'I 98 167 TOWER HILL ROAD, OSTERVILLE, MA n 99, '99.16 150 i ?` co _ 99.59 , , 867. 1 97.64 100.90 r S 032650' E x UP 97.19 Prepared for: Kenneth Holland, 167 Tower Hill Rd, Osterville, MA 02655 Edge ®9.24 ASINPOvement/Berm 97.89 Engineering by: Surveying by: SCALE DRAWN JOB. NO. 100.41 9882 RSA I OWNER- OF RECORD Engineering Works, Inc. WARNER SURVEYING 1"=30' P.T.M. 185-15 101.63 HILL, D, J HOLLAND, KENNETH 12 West Crossfield Road 22 Long Road TOWER /-�/I L� 167 TOWER HILL ROAD Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. I , OSTERVILLE, MA 02655 (508) 477-5313 1 (508) 432-8309 7/8/12 P.T.M. 1 Of 1 1 1• it ' LEGEND 5 N ROAD D 89.83 -- 98 -- EXISTING CONTOUR RIDGE x 100.98 EXISTING SPOT GRADE A t OAK 90.18 - -_-- 62 PROPOSED CONTOUR 90.71 Edge o� Pavement �� - --- 91.12 -------92-------------- N 0LI-lo d- ---_-_--------- 936 �� -$.H.1' - OVERHEAD WIRES af 10 W EXISTING WATER SERVICE .- ------ LOCUS - �--�- R_�54.96- �� 96.26 TEST PIT R=554.96' 2 91.97 p HRH/FN , ..11 61' W � �� 6 BENCHMARK 92.05 i \A<43.64 ,,,,-' N N Main St Ali '� 96,21 o o 'F6 0 Map 14r2 Porce/ 5 ' Z m I�Ck: Area d 00 W1.0n,0 Rd °�► 38,3?9f S.F. cn �,; Ave 0.88± AC. o la - , ) LOCUoS SMAP NOT TI rn PL. BK. 82 - PG. 93 Ito 1 1 'o 95.08 a 91.81 �\ 94.61 x r�-rn � i i I I IL 94.37 94.50 X IL 95.02 FLAG-POLE I �' i' 94.28 IP/TIPPED/F�jn --- �.JJD 93.98 ------ , ii i, 94.48 IPJ W ----- LJ_LJ �9�63 94.23(0 94.28 ��-1-� -9 " 1FT- CE 94,30 I i 1� �.�_ 94.94 r 1 OF OF 46.40 1�1 MASs9 0 � � MAs�gy� S 05 221�„ E PETER T. o J o �, � TERRY Z X O 1 i 94,30 McENTEE ANN . CIVIL WARNER 94.11x 94.36 x a9400 chi v "' I v 0 09 I `O IV 94.86 x 95.45 No. 351 a No. 38721 o v 95.23 ' I 10, £G/STER�� �� �`ss� 'AE6/S1ER�� i 35.8' PROPO ED ' Z m GARAGE DECK 94,71 ��✓ `.� a TOS=96.2 to r, / \ I 96,5 "--��2 95.68 EXIS77NG LAMP x (REMOVE) 96, 1 EXlST1NG 96.55 HOUSE(#167) i m FLOOD PLAIN DATA .� � 96 ,96' /TOF=99.54f' NON HAZARD-ZONE C Cellor Fl. EL=91/.141 `� 95.16 0 6 (Assumed datum) 97.79 ZONING CLASSIFICATION: ZONE RC 9 SETBACKS: FRONT YARD=20' to 9616 96,96 96. 3 9 .a1 --\ \`I SIDE/REAR YARD=10' Benchmark Set 98.42\ MAXIMUM BUILDING HEIGHT=30' �o 0 CATCH BASIN RIM 97.aa v 96,96 g x , i1-96 WIND EXPOSURE CATEGORY: Exposure 8 Q EL.=98.82 (Assumed) c a �� 98. \�` \r 98--- _' �'_98.95 .66 �- e.45 % 1 '. PROPOSED GARAGE ------------------1DO_ 98.62 LGT Z �� 99,59 99.16 150.00' 98. H 6�� 167 TOWER HILL ROAD, OSTERVI LLE, MA 100.90 E i , 97.64 _ S 032650 x uP 97.19 Prepared for: Kenneth Holland, 167 Tower Hill Rd, Osterville, MA 02655 Pavement/Berm 97.89 Engineering b Surveying b Edge ®9,24 ASIN 9� 9 Y� Y 9 Y: SCALE DRAWN JOB. N0. 101.63 100.41 98.82 ROAD OWNER OF RECORD Engineering Works, Inc. WARNER SURVEYING 1"=30' P.T.M. 185-15 TOWER HILL 167HOL TOW HILL H 12 West Crossfie0 Road 22 Long Road 167 TOWER HILL ROAD Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. OSTERVILLE, MA 02655 1 (508) 477-5313 (508) 432-8309 7/8/12 P.T.M. 1 Of 1 i. LEGEND r- . N a9.e3 - 98 -- EXISTING CONTOUR a m RIDGE ROAD x 100.98 EXISTING SPOT GRADE auth Mgt OAK -_-__------�.,, 62 PROPOSED CONTOUR 5 ; 90.71 Edge of Po�ement 18�-�/___- -___-- 98� -�H• OVERHEAD WIRES 91.12 --- __08� - a _ ------ 92----------- N� -- ,,- -_----____-_ 8�1 W EXISTING WATER SERVICE LOCUS 9 -_ _J-108---------- _ R_�5 f 6,,-'�= �. �� 96.26 ` 1 TEST PIT _ �si,97 R=554.96' _.0 BRB/FN gj8:61 6 BENCHMARK 92.051 A=43:64 N ,u -- o la�i .��/ a ,96,21 r Main St {a�•a My 142 Parcel 5 co m �� n p ' z m Area d I o Wionna Rd I I 38,3'g9f S.F. rn' PL. BK. 82 - PG. 93 P o.88f ,ac. LOCUS MAP ti I NOT TO SCALE co �o EXIS77NG BBQ ��-- TO. BE REMOVED 4rbo GENERAL NOTES: v EXISTING CESSPOOLS 9s:os 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 91.e1 TO BE PUMPED, FILLED W/ � BOARD OF HEALTH AND THE DESIGN ENGINEER. „ SAND & ABANDONED. w 94.61�8.5�rVENT ' by �- 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE I \/) J X94.37 TP-2 I LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 94.50 „ �� OF 4f4s -310 CMR 15.405(1)(b): .' 95.02 i�V �' I �P� s9c 1) A 3' variance to the 3' maximum cover requirement, r LAG-POLE L 1 , y� ti ' 94.28 I , IN y o= for 6' of max. cover. S.A.S. shall be H-20 and vented. -I - TERRY EXISTING PAVEMENT a2a 411�L TP-1 ANN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR - TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE -'- -- 93.98 IP o WARNER IP/TIPPED/%D __-____-_-__-- 9 TO BE REMOVED , - ; , ; , o No. 38721 DESIGN ENGINEER. 94,23t0 f o _ 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING p�.� i94.94 __� -� y ,_ •� �� r 4 Jj - FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1 00l 46:40 1_,.,-- -- OPOSED DECK ' I / p ENGINEER BEFORE CONSTRUCTION CONTINUES. - 16' x 52 x�2 6 1 2P50" E� f '; .L'J f / t 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 9 �4.30 'o GJ � 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF I,I x 94 94.00.36 N I m !� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF O III PROPOSED 94.86 -p 17' I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. DRIVEWAY 95. 3 �� OF Mes 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 00 Exl ` Q� s q�y 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. N pav t�l �' o PETER T. l'J 'I 95.10 9 varo a Z r" 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 512 W Slab9 I 94.71 M cEN TEE rJ ao o AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE CIVIL Ex. decl (,, No. 35109 DIRECTED BY THE APPROVING AUTHORITIES. ��c`p Q 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY RF G/S1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING .i 4 �_--r £?E✓TIN FSSI.O ENS CONSTRUCTION. • HOUSE(#167) �'�� I ni 96.55 961 �. HOUS (#167 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS `` Cellor Fl. EL=92.14t 95.16 �) 06� J^� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND (Assumed datum) 97,791 ` REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 18:5, �6� I -- I 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Bench%77v�k Set 96,96 98�3 9 .41 , 98.42\ ? INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. ' PR OSED �o MAGNTEC NAIL SET 97.a4 96.96 �' 9 x `� 96 ADDI ON 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND Q EL.=100.00 (Assumed) o �� N �` I IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. .66 :' 9895 i 98--=:-.� 8 45 a� p f -700_ / 98.62 ` LGT 0 ° ;" R PROPOSED SEPTIC SYSTEM SITE PLAN FLOOD PLAIN DATA m 99,59 , •99.06 99.16 150.00' E ' ! D�1P2,�.,�`S `S 167 TOWER HILL ROAD, OSTERVILLE, MA NON HAZARD-ZONE C 100,90 $ 03 26'S0 97.64 =,=�� y6Q- .MAG%SET - x ' �p 97,19+^J1101c V:'--�- Prepared for: Kenneth Holland, /9Q Trout Brook Rd, Cotuit, MA 02635 ZONING CLASSIFICATION: ZONE RC .100.0 SETBACKS: FRONT YARD-20' Edge 90.24 ASIN Pavement/Berm 97.89 i y y: g y: SCALE DRAWN JOB. NO. 1 Engineering b Surveying b SIDE/REAR YARD=10' 101.63 100.41 98.82 OWNER OF RECORD 'Engineering Works, Inc. WARNER SURVEYING 1"=30' P.T.M. 109-12 MAXIMUM BUILDING HEIGHT=30' HOLLAND, KENNETH 12 West Crossfield Road 22 Long Road WIND EXPOSURE CATEGORY: Exposure B T WER HILL ROA DATE 159 TROUT BROOK ROAD Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. COTUIT, MA 02635 (508) 477-5313 (508) 432-8309 4/10/12 P.T.M. 1 Of 2 15-3' 21'-6' ♦ ig� 3'-9' 14'-0' 3'.9' ' I �— >5 I I A b - A SCREENED I P2 NEW AZEK RAKE BOARDS PORCH TO MATCH EXISTING ED I I �yr 12 I _ 4 x 6 FIR BEAM ABOVE _____-I § EXIST. ro —————————————_ 14'-0' I 19'-0' --r-- NEW W.C.SHINGLE i SIDING TO MATCH I I — EXISTING Xao P.T.6 x 6 POSTS WI AZEK CASING DECK DECK J co C� I WtAZEK CASING REF SING STS DN. I , 04 Ilr---I I CD cf2 li i I CD = .-. v --- -I -- I - CD I I © I I REAR ELEVATION PORCH PLAN NOTES: NEW RIDGEVENT 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER NEW APSHT ROOF TO SHINGLES TO MATCH 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS I I - ExlsnNc STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2009 NEW AZEK FASCIA 4.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD TO MATCH EXIST. 5.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR I I Ir - INSTALLATIONOF ALL SIMPSON COMPONENTS 6.) ALL CONCRETE USED FOR FOOTINGS TO BE 3000 PSI ® ® 7.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS ON SITE DURING FRAMING CONSTRUCTION 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GR. NUNN r; P. EFT ELEVATION RIGHT ELEVATION ER DESIGNER SHALL ONSARE NOTIFIED SCALE : DRAWING NO.: (j Ea� COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ERRORSCTION. HEBUI TO DI FO0"OF ON }) THESE EOM E DDRAWI N.THE OR STARTRRnGTOR H — , 43 BREWSTER ROAD 1/4 — 1 -0" WILL BE RESPONSIBLE FOR TIE CONTENT MASHPEE ,MA. 02649 HOLLAND RESIDENCE COSIGNEROFANYEUTNOTIFYWOTE PH. (508)274-1166 DESIGNER OFOR OMISSIONS. DATE TIESEOWNERN NOTED. SOLELr FORTHE USE FAX(508)539-9402 THESE DRAWING REQUIRE TKEWR�OF 5/12/2015 p 1 167 TOWER HILL ROAD OSTERVILLE, MA � E�RLC'�'�� CONSENT OF THE DESIGNER LINGER THE ACT OF ARCHITECTURAL COPYRxLR PROTECTtGN I 21'-6- NEW SCREENED PORCH TO BE 1 3'-9' 14'-0" 3'-9' BUILT UPON THE EXISTING DECK --- ---- ____ -- - - CONSTRUCTED IN 2013 FASTEN POSTS TO BEAM AT CORNERS W/SIMPSON LCE4 i x�. (2)PIECES PER CORNER 3-1 3(4'x 7 1/4'LVL BEAM P I WI I 2 SOLID 2 x 8 BLOCKING IN THE OUTSIDE I a 1 "rwo RAFTER 8 CEILING JOIST BAYS ®48'o.a.ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF SHEATHING I I z to 16'-0' m 3'-0' 141-0' m FASTEN POSTS TO BEAM AT m Iy' MID-SPAN W/SIMPSON A06 j I 8 AT ENDS W/SIMPSON ACE6 POST CAPS I �I K 'off h �h DI ( P.T.6x6POSTS TYP. ROOF CONST. m W/AZEK CASING -2 x 8 ROOF RAFTERS Q 24'D.c. -6/8'CDX PLYWOOD ROOF SHEATHING ASPHALT ROOF SHINGLES CONT.RIDGN24'o.� -15LB.FELT PAPER LV11__.1 -2 x 10 RIDGE BOARDSIMPSN H8 VI I STP A3.T ALLORAFTER ENDS HURRICANE CLIPS IL_L._J I 2 x 4's Q 24'o.c. -ICE/WATER SHIELD AT BOTTOM -W ND WA37 OF SBARRIERS MATCH 12 -ALUMINUM DRIP EDGE EXISTINGFASTEN POSTS TO BEAM AT MID-SPAN W/SIMPSON ACS 8 AT ENDS W/SIMPSON ACESEAM POST CAPS ROOF FRAMING PLAN AZEKDO CEILICON 1.SOFFIT VENTS STRA3-1 3/4'x 7 1/4'LVL BEAMS NOTES: y SCREENED 1.) ALL ROOF RAFTERS TO BE 2 x 8's PORCH UNLESS OTHERWISE NOTED 2.) USE SIMPSON H8 HURRICANE CLIPS TO BEAM W/31MPSONTS AT ALL RAFTERS ENDS BCS2-2/4 CAP/BASE 3.)VERIFY GUTTER TYPEILAYOUT W/OWNERS P.T.2 x 17s Q 16'o.c. AZEK FASCIA ASPHALT 3•P.T.2 x 17a ROOF SHINGLES 5/8'CDx PLYWOOD SHEATHING P.T.8 x 8 POSTS 2 x 8 RAFTERS 15#FELT PAPER WIND WASH SIMPSON H 2.5 HURRICANE CLIPS BARRIER �3'0'WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE 4 FASCIA&SOFFIT BOARDS TO MATCH EXISTING 12'DIA.CONCRETE SONOTUBES ON 24'DIA.BIGFOOT FOOTINGS 1 3/4'x 7 114"LVL BEAM 1'0 4'0'BELOW GRADE.USE P.T.6 x 6 POSTS SIMPSON ZMAX ABU 66 POST BASE 8 SIMPSON ZMAX AC6/ACE6 CAPS DETAIL AT ROOF A SECTION @ SCREENED PORCH P2 v SCALE:1/2"=V-0N COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: �° �"OR`��°�� SCALE : DRAWING NO.: .. u ERRORS OR OMISMN9 ARE FOUND ON THESE ONSTDRAWINGS PRIOR RUCTION.THE DING0START 6 f' WILL BE RESAWWGS FFORTHRUCf1� 1/4" _ 11-O" 43 BREWSTER ROAD IN THESE ERA N GSI FORTHELC rION — MASHPEE ,MA. 02649 HOLLAND RESIDENCE CDESIGNER OF OMMENCES WITHOUT SOLELY FOR THE PH. (508))274-1166 "THEOWNERNOTED ERRORS ORDATE : FAX(508)539-94 6 THESE DRAWINGS ARESOIEIYFORTITTE 167 TOWER HILL ROAD OSTERVILLE, MA ACT OF OWNER NOTEO.ANYOTH[RUSEOF P2 THESE DRAWINGS REOUWE9 THE WRRTEN 5/12/2015 CONSENT OF 1NE DESIGNER UNDER TIE ARCHITECTURAL DESIG ER PROTECTION • LEGEND r_ s N ROAD D 89.83 -- EXISTING CONTOUR a RIDGE n x 100.98 EXISTING SPOT GRADE 10 �St K OAKv 90.18 -__ - a Sa�th --� 62 PROPOSED CONTOUR - 90,71 Edge of Pavement -�� .,,_ --- 93.8 a -�H. W. OVERHEAD WIRES 91,12 __--92-------------- N'08'18 30 -- _____---- ---------- 80' W EXISTING WATER SERVICE a; LOCUS _ - 108----------- _Q , R=�r54.9-, 96.26 TEST PIT = _a �.91.97 R_ -554.96 �A�38,61 ; uI E BENCHMARK 3 BRB/FN =43 , 92.05 I A 64 ; N Main St C ,� ' a ,96.21 0 6 i Map 142 Ponce/ 5 ' 2 Co /Area ; I w%on„o Rd I 00 38,3i?9f S.F. A'e 0 0.88f Ali. O I O I PL. BK. 82 - PG. 93 �a LOCUoS SMAP NOT T4 1, EXISTING BBQ GENERAL NOTES: I TO BE REMO QED Cn 91.e1 �`.�EXISTING CESSPOOLS �95.08 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TO BE PUMPED, FILLED W/ BOARD OF HEALTH AND THE DESIGN ENGINEER. SAND & ABANDONED. w 94.61X I8.5' VENT ' 0 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS I T OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE x94.37 L 'T TP-2 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 94.50 I �� OF 94s -310 CMR 15.405(1)(b): 95.02 i r� �Q� s9� 1) A 3' variance to the 3' maximum cover requirement, LAG-POLE �� Z� y� for 6' of max, cover. S.A.S. shall be H-20 and vented. 94,28 , , , o TERRY s EXISTING PAVEMENT _ 9a.11�;;&-, ANN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 9a.ae' WARNER TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 93.-- /2X2 IP c� cn IP/TIPPED/F�D ----- _ ---- TO BE REMOVED ; &; I , TP_1 0` o o No. 38721 DESIGN ENGINEER. 94,23(0 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1FT- PR CE4.28 '%� _- i i 94.30 , F E� _ 94.94 r '; I ssi FS/STEM ���`` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 4 40' PROPOSED DECK i r i 16, �Yq A ENGINEER BEFORE CONSTRUCTION CONTINUES. cn E 16 x 52 ` S 0521'S0" I 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. x 94.30 94.11x x CD 94.00 ' a Y Z 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 94,36 m �v O I �y� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF PROPOSED 94.86 95 3 0 17' AIIIII HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Z I DRIVEWAY -- ' �� OF MAss 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. Eoly 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. �i !u 9 ' ' Z o PETER T. 9, ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 1 V 95.10 S%ob9e 5.12 94.71 McENTEE CIVIL AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 95.44 V t%+ DIRECTED BY THE APPROVING AUTHORITIES. m Ex. dec No. 35109 I 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY `76.6' �, co I o S1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 96.ss HOUSE(#167) 6` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS `` Cellor Ff. EL=9J.141 �� 95.16 I Z- IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND (Assumed datum) 97•79 � �( REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 18.5 I 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 96.96 98}3 9 .41 98.42\ z INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL. Benchmark Set R_ 97.4a : . a�i ,; 96.96 i x �.� PROPOSED 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND o SET �.. 9 6 ADDITION Q EL.=100.00(Assumed) o �i N ,` IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. p - �.''' `. 66 �' � 895"9 \1 ' p'� I------------- e.a5 o � PROPOSED SEPTIC SYSTEM SITE PLAN 700- :98:62:.:' LGT " / 2 FLOOD PLAIN DATA 99.59 99.16 150.00'� 9 86� 167 TOWER HILL ROAD, OSTERVILLE, MA 97.64 NON HAZARD-ZONE C 100.90 '.MAC sEr S 03 26 50 E x Prepared for: Kenneth Holland, 15'1;Trout Brook Rd, Cotuit, MA 02635 ZONING CLASSIFICATION: ZONE RC `yep G0 uP 97.19 P Pavement/Berm 97.89 Engineering b Surveying by: SCALE DRAWN JOB. N0. SETBACKS: FRONT YARD=20' Edge ®9.24 ASIN 9 9 y 100.41 98.82 OWNER OF RECORD Engineering Works, Inc. WARNER SURVEYING 1"=30' P.T.M. 109-12 SIDE/REAR YARD=10' 101.63 9 9 MAXIMUM BUILDING HEIGHT=30' • O WER HILL ROAD. 159 TROUT BROOK H 12 West Crossfie0 Road 22 Long Road DATE CHECKED SHEET NO. WIND EXPOSURE CATEGORY: Exposure B T ,i 159 TROUT BROOK ROAD Forestdole, MA 02644 Harwich, MA 02645 COTUIT, MA 02635 (508) 477-5313 (508) 432-8309 4/10/12 P.T.M. 1 Of 2 i t. NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.88.6 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT AT CHARCOAL VENT OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EACH END OF S:A.S. (CONNECT ALL LINES) T.O.F. F.G. EL.=94.6(MAX.) F.G. EL.=EXISTING F.G. EL.=94.6(MAX.) F.G. EL.=94.2t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 20' '' L 5' L 6'(MAX) INSPECTION PORT O S=1% (MIN.) ® S=l% (MIN.) ® S=l% (MIN.) ONE (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6' 10 I 6" 14" 10.75" TO 17.46" INV.=90.50 48• LIQUID INVERT I I a- LEVEL INSIM1 0 ADD INV.=90.17 PROPOSED INV.=90.00 (3 ROWS OF 8 UNITS AT 5.0'/UNIT) + 2.4' (2 COUPLERS) = 42.4' LencTn FFLE INV.=90.25 D-BO SOIL ABSORPTION SYSTEM (PROFILE) INV.=88.20 16" 1z.37" PROVIDE NEW SEWER EXISTING SEPTIC TANK ' OUTLET AT HOUSE AT ESTABLISH VEGETATIVE COVER Il '�r% OR, ABOVE, INV.=90.70 BACKFILL WITH CLEAN NATIVE OR NV R DOME END PERC SAND TO TOP OF CHAMBERS INVERT HEIGHT NOTES: POST END 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=88.63 33.75" 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND INV. ELEV.=88.20 TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=87.30—K SIX INCH CRUSHED STONE BASE, AS SPECIFIED NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 2.83' DI CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY PERVIOUS MATERIAL DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EFFECTIVE WIDTH=8.5 4640 TRUEMAN BLVD 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. SEPARATION TO G.W. EXISTING SUITABLE HILLIARD, OHIO 43026 UNITS MUST BE STAMPED H-20 AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. BOTTOM OF TP-2, EL=83.0 — MATERIAL OWE). Are 36HC SIDE PORT COUPLER ADVANCED DRAINAGE SYSTEMS, INC. ESTIMATED GROUNDWATER APPROX. 38' BELOW GRADE USE 3 ROWS OF 8—ADS 63.25" SEPTIC SYSTEM PROFILE ROW WITH NO SEPARATONrBETWEEN c 36HC UEACH ROW & NOE STONE RS R N.T.S. TYPICAL SECTION SOIL LOG 34.5" DESIGN CRITERIA DATE: FEBRUARY 2, 2012 (REF# P-13,535) SOIL EVALUATOR: PETER McENTEE (SE#1542) ' NUMBER OF BEDROOMS: 4 BEDROOMS WITNESS: DONALD DESMARAIS R.S.-HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I Elev. TP— 1 Depth Elev. TP-2 Depth 60" DESIGN PERCOLATION RATE: <2 MIN/IN 0" 94.5 A 0" END CAP END CAP 94.3 q FRONT VIEW SIDE VIEW DAILY FLOW: 440 GPD SANDY LOAM I SANDY LOAM END CAP DESIGN FLOW: 440 GPD 10YR 4/2 10YR 4/2 REAR/TOP VIEW 93.5 10" 93.7 10" GARBAGE GRINDER: NO B i B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (440) = 594.6 SF 91.3 36"10YR 5/4 92.0 30" 10YR 5/4 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 74 Cl Cl 4640 TRUEMAN BLVD SILT LOAM I SILT LOAM a HILLIARD, OHIO 43026 Arc 36HC DETAIL a PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-100 10YR 5/3 10YR 5/3 ADVANCED DRAINAGE SYSTEMS.INC. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED (UNSUITABLE) I (UNSUITABLE) 87.8 78 88.0 C2 PERC 78"/90" PROPOSED SEPTIC SYSTEM SITE PLAN USE 3 ROWS OF 8-ADS Arc 36HC UNITS + 2 COUPLERS PER, 1C2 ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE MED. SAND MED. SAND 167 TOWER HILL ROAD, OSTERVILLE, MA ` I BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 2.5Y 6/4 2.SY 6/4 Prepared for: Kenneth Holland, 15 Trout Brook Rd, Cotuit, MA 02635 (Arc36HC Units) 24 UNITS x 5.0 LF x 4.80 SF/LF = 576.0 SF 83.8 1 126" 83.0 1 138" Engineering by: Surveying by: SCALE DRAWN JOB. NO. (COUPLERS) 6 COUPLERS x 1.2' x 4.80 SF/LF = 34.6 SF PERC RATE <2 MIN/IN. IN C2 HORIZON Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 109-12 TOTAL AREA = 610.6 SF NO GROUNDWATER OBSERVED 12 West Crossfield Road 22 Long Road DATE ESTIMATED DEPTH TO G.W. APPROX. 38 FEET Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(610.6 S.F.) = 451.8 G.P.D. BARNSTABLE G.I.S. & G.W. CONTOUR MAP (508) 477-5313 (508) 432-8309 4/10/12 P.T.M. 2 Of 2 1 1 " I NOTES: v 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 28'-0" &DIMENSIONS IN THE FIELD A 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 3'6 24-0' G DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS v STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 0 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,6"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD AND. A251 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL AND. SIMPSON COMPONENTS A251 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE r DURING FRAMING CONSTRUCTION 4 4 GARAGE r 4 11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE (5"CONC.SLAB ——— PITCH 2"TO O.H.DOOR _—— 12.) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. Wt6x 6 WWF EMBEDDED L 13.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING L——— 14.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" AND. &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF A251 MASSACHUSETTS WIND SPEED MAPS 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION UP UP 28"x68" L 1. 9'0"x TO"O.H.DOOR 9'0"x TO"O.H.DOOR iv 4-2" , NAILING SCHEDULE CONC. 110 MPH EXPOSURE B WIND ZONE APRON JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END A WALL FRAMING: G TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2.16d 24"o.c. 4'-0' 9'-0" 2'-0" 9'-0" 4'-0" HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES FLOOR FRAMING: 28'-0" 12'-0" JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2Ad 2-10d EACH END BLOCKING TO SILL E TOP PLATE(TOE NAILED) 3-1 d 416d EACH BLOCK FIRST FLOOR PLAN LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-tfid 4-t6d EACH JOIST AREAWAY JOIST ON LEDGER TO BEAM(TOE NAILED) 3 ad 3-I.d PER JOIST BELOW BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. ed 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d iOd 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE16"FIELD WI STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS Wl LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD 12"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD 1/2.GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) Y 1"OR LESS THICKNESS Bd lod 6'EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD ERRORSIORO OMISSSHALIONS BE NOTIFIEDFOUNDo ANY SCALE : DRAWING NO.: a 1 ` COTUIT BAY DESIGN, LLC NEW GARAGE FOR• ERRORS TI NLSSIONS ARE FOUNDR 11�\ THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION.IBLEFHE FOR THDING E1/4" = 1'-0" HALLES DRAWINGS RESPONSIBLE FORTHE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE MAS H P E E MA. 02649 H O L LA N D RESIDENCE DESIGNER OF-WNGS ERRORS OR ONLSSIONS. DATE : 8) THESE ORANANGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF PH. (508 274-1166 THESE DRAWINGSREOUIRES THE WRITTEN 8/26/2015 167 TOWER HILL ROAD OSTERVILLE, MA ARTo THE DESIGNER UNDER THEFAX (50 ) 539-9402 ARCHITECTURAL COPYRIGHT PROTECTS CONT.RIDGEVENT TOP OF PLATE 12 EXIST.P7 R NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING SECOND FLOOR OR TOP OF PLATE TOP OF PLATE 12'-0" NEW WINDOW TRIM TO MATCH EXISTING Y NEW CORNER BOARDS °D TO MATCH EXISTING NEW W.C.SHINGLE SIDING TO MATCH EXISTING TOP OF FOUND. CARRIAGE STYLE O.H.DOORS VERIFY ALL DETAILS W/OWNER FRONT ELEVATION 12 12 TOP OF PLATE FM 12 L:j El III �12 NEW AZEK RAKE BOARDS TO MATCH EXISTING SECOND FLOG SUBFLOOR_ TOP OF PLATE ULA .................... .................... 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(508 274-1166 THESE C_eR NOTED,A-OHER THE USE OF THE OWW N NOTED,ANY OTHER USE OF FAX (50 ) 539-9402 167 TOWER HILL ROAD OSTERVI LLE, MA Mro, NOSREOUIRESTHETECTON 8/28/2 G 2 015 CONSENT OF THE DESIGNER UNDER THE MT OF TURAL COPYRIGHT PROTECTION 15' INSTALL 5/e'ANCHOR BOLTS AT 24'o.c.MAX. z8'-0' W/SIMPSON BPS 5/8-3 BEARING PLATES 6" 8" PLACE BOLTS WITHIN 6%15"OF EACH CORNER AND TO A 8"MINIMUM DEPTH 3'-0" 22'-9" )p I O ———— G — ——— ———————— ———————————— � Z P.T.2 x 6 SILL W/SEALER I — — I m -------- -----------r— ----- ❑ I DROP TOP OF WALL AT ENTRY DOOR I I I I I I I I I I I I ANCHOR BOLT DETAIL I I I P.T.4 x fi POSTS ON 12"DIA. SCALE: 1/2"= I-() I I CONC.SONOTUBES TO 4'0" I I BELOW GRADE.USE SIMPSON I I ABU46 POST BASE 8 LCE4 TYP.8"CONC.FOUND.WALLS I I POST CAPS W/8"x 18"CONC.FOOTINGS To 47 BELOW GRADE I 28'-0' I—EX(5T.DECK 2'1" 24'-0" 2'-0" 4 I I GARAGE I I ° J'-,o" I ABOVE m I (5"CONC.SLAB T-6" 8'-11" B'-1' T-6 I I PITCH 2"TO O.H.DOOR I 2.P.T.2 x 8's W/6.6 W WF EMBEDDED ANDERSEN ANDERSEN G ANDERSEN I I I I TW2442 TW2432 TW2432 I I I P.T .2x 6' 16"o.c. I I P.T.2 It 6's I I 2-P.T.2 x 8's I 16°T-6 5/8" I I SIMPSON STHD14 STRAPS SIMPSON STHD14 STRAPS 2-P.T.2 x 8's PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL I_ P.T.2 x 6's DROP TOP OF WALLA n I Q 16'o.c. I 4 I I 4 I I O.H.DOORS 34" --- ---------- —_ — — ———————— 2-P.T.2x 8's CONC. UNFINISHED DN. APRON AND. STORAGE AND. TRENCH DRAIN W/ SIMPSON STHD14 STRAPS q TW2842 TW2442 COVER W/PIPE TO A PER O.H.DOOR DETAIL TEMPERED BOTH SIDES G 4 3'-9" 8'-0" l-6' 0'-0" 3'-9" 28'-0" 12'-0" FOUNDATION PLAN ANDERSEN ANDERSEN INSTALL THREE FULL HEIGHT STUDS 8 TWO JACK A21 A21 STUD AT EACH SIDE OF ALL ROUGH OPENINGS WINDOW AN 3'-10' 2'- T-10' JACK STUD B'-0" 10'-0' B'-0" (ROUGH OPENING) (SHED DORMER) 28'-0" O.H. DOOR R.O. DETAIL SECOND FLOOR PLAN a COTUIT BAY DESIGN, LLC NEW GARAGE FOR• ERROR SORON.THE SARINGCONON SCALE : DRAWING NO. THESE ORANINGS PRIOR TO START OF 43 BREWSTER ROAD INTHES ORAWISIS IFCONS EUN T°R 1/4" — 1'-0" IN THESE DRAU4NGS IF CONSTRUCTION MAS H P E E MA. 02649 H O L LA N D RESIDENCE CONMENGES WITHOUT NOTIFYING THE PH. (508 274-1166 DESIGNER ER NOTED. SOTHERU USE OF DATE : THESE ER OF O5 ARE SOLELY FOR THE USE FAX (50 ) 539-9402 167 TOWER HILL ROAD OSTERVILLE, MA AR,F ER NOTED.ANY OTHER UTME G 3 THESE DRAWINGS REQUIRES THE WRITTEN °/28/2O1S CONSENT OF THE DESIGNER UNDER TXE O ARCXRECTUML COPYRIGHT PROTECTxNI ♦ HIGH WIND ASPHALT ROOF SHINGLES 2W-0' 5/8'COX PLYWOOD SHEATHING 2 x 10 RAFTERS ♦♦♦ 15#FELT PAPER _ WIND WASH TO'WIDE ICENVATER SHIELD A BARRIER gLL��,,1�N�1,�pR� Ep E SOLID BLOCKING @ 48"o.c. G SIMPSON H 2.5 HUR9kANE CUPS IN THE OUTSIDff•TM MIDT31DBAYS AT DOOR 1 x 3 STRAPPING W/ 1 x 8 FASCIA BOARD 12"GYPSUM BOARD ' 1 x 4 SOFFIT BOARD 1 x CONT.VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD TYP.2 x 6 WALLS i 3/4"CROWN 1 x 6 FRIEZE BOARD 14'IJOISTS 1 'o.c.W/ D E TA I L AT WALL VERIFY SERIES NUMBER TO ELIMINATE FLOOR BOUNCE SCALE: 1/2"=1'-0" 28'-0" 2'41' 24'-0" 2-1- (SHED DORMER) SOLID 2 x 4 BLOCKING IN THE OUTSIDE 4 A TWO RAFTER&CEILING JOIST BAYS - 48"o.c. G INSTALL SIMPSON LSTA36 STRAP FROM F.F.STUDS ACROSS BEAM TO S.F. STUDS AT STAIR OPENING 3-1 314"x 11 7/8"LVL CONT.HEADER P.T.JACK STUDS AT DOOR P.T.JACK STUDS INSTALL SIMPSON L90 ANGLE 4 c7 A DOORAT INTERIOR&EXTERIOR ON 2 X 12 RIDGEBOARD IV SIMPSON LSTA24 STRAPS SIMPSON LSTA24 STRAPS CORNER PER O.H.DOOR DETAIL PER O.H.DOOR DETAIL A G 28'-0' SECOND FLOOR FRAMING PLAN 4 A G 9'-0" 10'-0' (SHED DORMER) 28'-0" NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS ROOF FRAMING PLAN 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS BI1��//i ERRORS OR OMISSIONS ME FOUND ON'm SCALE : DRAWING NO.: I ` COTUIT BAY DESIGN, LLC NEW GARAGE FOR: THESE DRAWINGSTI N.TPRgR TO STMTOF Imo-\l 43 BREWSTER ROAD WLLBEUCTMNSIEHFORTGCONTENTOfl 1/4"WILL HE CISAWNG LE FOR THE CONTENT - C THESEI-ENDRAWINGSIF NOTIFYING HE MAS H P E E MA. 02649 H O L LA N D RESIDENCE COMMENCES WITHOUT NOTIFYING THE PH. (508 274-1166 OF THE ROF ANY OTED,ERRORS OTHEROMISSIONS.OF DATE . THESE DRAWINGS ARE SOLELY FOR THE USE FAX (50 ) 539-9402 167 TOWER HILL ROAD OSTERVI LLE, MA ,>E DER NOTED,ANY OTHER USE OF CONSENT OF THE RESIGNER UN DER THE 8/28/2015 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION G4 SHEATHING FILLER DOUBLE TOP PLATE OF REQUIRED) ' ++++++ r +++++++i+t OD'1 3/I.11 7/B'LVL HE . LSTAE4 STRAP LSTAC4 STRAP ONSIDE FACE OF VALU ONSIDE FACE GE WALU TYP. ROOF CONST. ��'TO�' HEADER TO®mob -2 It 10 ROOF RAFTERS @ 16"o.c. 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DATE : THESE DRAWINGS ARE SOLELY FOR THE USE FAX (50 ) 539-9402 167 TOWER HILL ROAD OSTERVI LLE, MA AR,F�EANOTED.WV OTHER USEOF G5 THESE DR-GS REQUIRES THE WRITTEN 8/28/2015 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL ECTUflAL COPYRIGHT PROTECTION •, t � (• V I \�/^` i � .J ,. ®^ �•' ICI `/ I oZ� I C2 NOTES: I 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 28'-0" &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, T-6" 24'-0" DETAILS,&FINISHES IN THE FIELD WITH OWNER A 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ! G5 FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR # 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE m 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,6"EDGE/12"FIELD NAILING 1 # 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL AND AND. SIMPSON COMPONENTS A251A251 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE r DURING FRAMING CONSTRUCTION GARAGE r 11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 4 4 (5"CONC.SLAB r——— N a PITCH 2'TO O.H.DOOR ——— 12.)ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. W/6 x 6 WWF EMBEDDED - 13.)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING L——— 14.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF AND. MASSACHUSETTS WIND SPEED MAPS A251 15.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION c UP UP 2'8"x 6'8" 9'0"x 7'0"O.H.DOOR W/TRANSOM 9'0'x 7'0"O.H.DOOR W/IRANSOM 4-2" NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE CONC. APRON JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END A WALL FRAMING: G5 TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. 4!-W 9'-0' 2'-0" 9'-0' 4'-0" HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES , FLOOR FRAMING: ♦ 28'-0" 101-0" JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4.8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Ud EACH END BLOCKING T SILL TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK FIRST FLOOR PLAN AREAWAY LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16tl 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 3-10d PER JOIST BELOW BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3.16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD , RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d IOd 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGE/6"FIELD �I W/STRUCTURAL OUTLOOKERS # GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD , CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD 1/2"&25/32"FIBERBOARD PANELS Bd — 3"EDGE/6"FIELD 112'GYPSUM WALLBOARD Id COOLERS — 7"EDGE/10"FIELD , FLOOR SHEATHING: 4 WOOD STRUCTURAL PANELS(PLYWOOD) ti 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD • GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD , 1 THE ' ERRORS RO SHALL BEREFOUNNOTIFIED IFANY SCALE : DRAWING NO. ®Q® COTUIT BAY DESIGN, LLC NEW GARAGE FOR ERRORR TION.OMISSIONS ARE CONTRACTOR THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD CONSTRUCTION.IBLEFHE FOR 1/4"IN WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE MA. 02649 HOLLAND RESIDENCE BE OFANY RRORS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE LJ p % Cam^ TH BE RAWNGY ARE ERR ORB OR OMISSIONS. DATE Il PH. (500 274-1166 THESE OR ER0.5TED.AN OTHER THE USE TH ESE THE OWNER NOTEO,ANY OTHER USE OF 167 TOWER HILL ROAD OSTERVILLE, MA ACTOF16O THE DEOUIR GNER NDERHE TEEN FAX (50 ) 539-9402 CONSENT OF THEDESxNERUNDERTHE 5/14/2015 Gl ARCNIT CTURALCOPYRIGHTPROTECTION �Y CONT.RIDGEVENT 1, TOP OF PLATE 12 EXIST. NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING SECOND FLOOR TOP OF PLATE TOP OF PLATE NEW WINDOW TRIM TO MATCH EXISTING 4 NEW CORNER BOARDS TO MATCH EXISTING NEW W.C.SHINGLE SIDING TER in mi TO MATCH EXISTING TOP OF FOUND. CARRIAGE STYLE O.H.DOORS - VERIFY ALL DETAILS W/OWNER FRONT ELEVATION 12 as TOP OF PLATE ® 12 °Q 12 NEW AZEK RAKE BOARDS TO MATCH EXISTING ,/1AIII SECOND FLOG SUBFLOOR_ TOP OF PLATE a V11 o 4 ao TOP OF FOUND - • REAR ELEVATION LEFT ELEVATION THE IIIII (`//\\J ERRORS SHALL BEREFOUNNOTIFIED IFON ANY SCALE : DRAWING NO.: ®L_l® COTUIT BAY DESIGN, LLC NEW GARAGE FOR• CONSTRUCTION. 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CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS (SHED DORMER) &DIMENSIONS IN THE FIELD INSTALL NEW ' VENT FAN C JACK STUDS 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, OUTSIDE A7 DETAILS,&FINISHES IN THE FIELD MATH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR IZ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS EXPAND. STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 ———--C[07g-— b `, BATH TILE 5. 110 MPH EXPOSURE B WIND ZONE - --- -- ° ___ 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, DooR DooR DOOR OR / \ CLOS. OR HORIZONTALLY W/BLOCKING AT EDGES,6"EDGE/l2"FIELD NAILING :I 7.) ALL LVL LUMBERBEAMS TO BE 1.9e U480 LOAD K REMODELED 6TT slfgLD', ;; 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL BEDROOM O NEW EXISTS SIMPSON COMPONENTS © HALL o L, -� 9.) 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GLAZING PROTECTION PER 780 CMR 5301-2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION 4 Y B B C A7 7 A7 t6'Q Y-T 11'.3' WINDOW SCHEDULE SECOND FLOOR PLAN TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS A ANDERSEN TW1846 V-10 1/8"x4'-8 7/8" DOUBLEHUNG I IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS B " TW 3046 X-2 1/8"x 4'-8 718" DOUBLEHUNG CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION C " 2'-0 8"x 2•-0 7/8" DOUBLEHUNG(TEMPERED)/8" AWNING TW 11 D TW2642 2'-8 1/8"x 4'-4 7/8" TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) t, E AN281 2'8"x 1'-9" AWNING FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R VALUE R-VALUE F TW2646 T-8 1/8"x 4'-8 7/8" DOUBLEHUNG 0.35 0.60 36 20 30 10/13 10(2 FT.DEEP) 10/13 G A281 2'-8"x 2'-0 518" AWNING I I -_- --d H TW21042 T-0 1/8"x 4'-4 7/8" DOUBLEHUNG NOTES: J TW2442 2'-6 118"x 4'A 7/8" DOUBLEHUNG f 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 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