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0235 SMOKE VALLEY ROAD
�35 drraKe VaJlei + i ( a 00 -� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map q 7 Parcel Application #U`ro osO j Health Division Date Issued Conservation Division vo J l� Application Fee 00 Planning Dept. 1 Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Z 3 S S/�i D/� 1IAIle l2OA- Village ® O✓2GS� Owner&6RII A-el?- J ,QuG -G y Address Telephone 7 8/ — ?/d 6 6 f'� Permit Request PO 4 da y S -e W �h ��/`� /��J-� t,✓�- ���}So�✓� (/s e 0•✓ l v (�.✓ Flo /I �{ t /�,¢s'�, �.• Ta tau s—t �0 � 1 eoU 'g,44 Square feet: 1 st floor: existing proposed 3 2 2nd floor: existing proposed Total new -ZoningDistrict �1G Flood Plain ZsOD/_6U/T-;D ,� Groundwater Overlay Project Valuation'280,060,00 Construction Type y e i-J . Lot Size F 7, /�zU 5F 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: Ef Full ❑ Crawl &-Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Z Number of Baths: Full: existing new — Half: existing new / Number of Bedrooms: existing new Total Room Count (not including baths): existing new 2. First Floor Room Count Z Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric gOther Central Air: ❑Yes t9 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes I-No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: o 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 y 0/`IA Telephone Number 797 Address License # 02 e10 Home Improvement Contractor# Email k(fh eA) V 0I/It-- CO 'A Worker's Compensation # /� j5 WC q 3 Y6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6XA1 -,0-r G,/��s i t l S c�/-� ,TuS>'iC t Cu,r/���G 1'l,� y e�X,9 dam% � SIGNATURE �v" DATE V 6 l 14 I i � FOR OFFICIAL USE ONLY APPLICATION# DATE.ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: �o- �e �►� �Qb• Ajad FOUNDATION G s c �1,t-c.�i. o ►j D j B ` FRAME MR gc I �iUb�.v�/�t/�r��1s • (P.cxsti�. �Q�Ch _ " INSULATION / sc ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. p TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION QQ Map Parcel Application # Health Division Date Issued-- Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Z�✓� f OK�' ��u �D'�0 Village Owner ��vc�Ct�! Address cue i Telephone3,4996 Permit Request ill e ' 4V�Z I ` vD J6 dN 01')c57 a ' G�4 r dasg& Square feet: 1 st floor: existing proposed 2nd floor: existing proposed CP o al new Zoning District Flood Plain Groundwater Overlay Project Valuatio OZO 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 0 Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new u, o 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 L1 Ng Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size k^ fY1 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 WaA 12252C Telephone Number �5�� 77l 34,'S7 Address )JO MACY ZA/. License # LS 76 332- Home Improvement Contractor# 1 64 c3& Worker's Compensation # 4C 02 cw— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN �SI �k SIGNATURE DATE I� 3 I • FOR OFFICIAL USE ONLY f ' !. ARPLICATION# !� TE ISSUED '- it-110AP/PARCEL NO. .ADDRESS � VILLAGE `OWNER DATE OF INSPECTION: a.._FOUNDATION.-,'- FRAME �� U� �pl o!c �/° o� e/ 6 INSULATION k FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING , DATE CLOSED OUT ASSOCIATION PLAN NO. t ` The Commonwealth of Massachusetts Print Form Department of Industrial Accidents ' Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Viola Associates,Inc Address:110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone #: 508-771-3457 Are you an employer? Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 30 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no Swimming Pool employees. [No workers' 13. ✓❑ Other comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acadia Insurance Policy# or Self-ins. Lic. #:WCA0218000-16 Expiration Date: 4/19/14 Job Site Address:235 Smoke Valley Road City/State/Zip:Osterville, Ma. 02655 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 certa u er the pains and r enalties o perjurythat the in ormation provided above is true and correct. Si nature: / Date:--1 - - 3 Phone#• 771 737,�-? 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#: A� 8/ /2 CERTIFICATE OF LIABILITY INSURANCE D7 /DD/YYYY) /2013 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME T Northborough Construct West Eastern Insurance Group LLC PH DNE (50B)393-7744 FAX No: 155B Otis Street A oAL INSURE S AFFORDING COVERAGE NAIC# Northborough MA 01532 INSURERAAcadia Insurance Company 31325 INSURED INSURER B: Viola Associates Inc INSURERC: BOX 389 INSURER D: INSURER E: Centerville MA 02632-0389 1 INSURERF: COVERAGES CERTIFICATE NUMBER:2013 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLISUBRI POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 }{ INTEI COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $) 300,000 A CLAIMS-MADE OCCUR PA0217962-16 /29/2013 /29/2014 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X I POLICY I I PRO LOC I CED $ AUTOMOBILE LIABILITY EO aBWden SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A ALLOWNED M SCHEDULED 0217963-16 4/29/2013 /29/2014 BODILYINJURY(Peraccident) $ AUTOS AUTOS NON-0WNED PROPERTY DAMAGE $ XHIRED AUTOS AUTOS Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS UAB I CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ UA5047783-11 /29/2013 /29/2014 $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY FR ANY PROPRIETOR/PARTNER/EXECUTIVE a NIA A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? CA0218000-16 /29/2013 /29/2014 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Buckle Residence THE EXPIRATION DATE- THEREOF, NOTICE WILL BE DELIVERED IN Y ACCORDANCE WITH THE POLICY PROVISIONS. 235'Smoke Valley Road Osterville,Ma.02655 AUTHORIZED REPRESENTATIVE Rosemary Fulham/SED "'4"'a ~ ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(?mnnsi m Tho arr)pn nnmo anrf Inn^zro roniefororf mnrka^f Or:npn t {F Jl i Massachusetts -Department of Public:Safety • `� Boar - d of Building Regulaticns -and Standards.: -.--•-.-. ..--_ _'`_ .__ __ ...__ _Cnnstru.ctian.Supervisor .--License-- CS-07--6332=� -=_ r K-E"4N BOYAR �..,W_�.w :..... PO'BOX 716_ m ! ' West Barnstable 161A 0 . Expiration Commissioner 09/05/2015 i V6ie �G cr�i a�C}i`�ac�icdel�i ' '. amJrrea�erae Office of'ConsnmerAftairs&Business Regulation License or registration valid.for individul use.o my OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: = - Office of Consumer Affairs and Business Regulatorta Registratin ^__13�:: Type: 10 Park Plaza.-Suite 5170 i. _. p��ff ow— 2U5:-: Supplement Gard Boston ,MA 02116 VIOLA ASSOCIATES` -T;1LL;=7, KEVIN BOYAR P.O.-BOX 389 i CENT•ERVILLE MA 02632 Undersecretary 90tvalid vvithodt gnature s�4 r- I F .� Tow, of Bwnstiible Huildi�l Div'�rkr4)©. Flr �`�asta3aairiecr � This Stintioh. zp Vv�q �fsa'��aiEf Ec�srlii EL'LZi:•d.u,iz �.ioJ �D4 c:i�`tu`,��I;� .L•]. J7 � r i2a fiEIC��Hil'KtISe� r ORO 41, �a:-64 a��E(L- ilk?ELH. �3S /rta�E y4urY XO/) �lWiirA1tl':Q'iftez sic, I°•J7is iP 5r%m. 41w*6 hi + `far piRwW4, 121r L7�" I i i1 9�i[. *m rearm gat,lkfi: P1TlS ,bii$ _ °f�+ Ar .13;};klErt$IAfCli`vlillAFC.�S� RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS Safety Cover/Alarms-Dwelling Exits shall have one of the - following: 1.Safety cover in compliance with ASTM F1346 ;-+- or 2.Alarms which sound continuously for a minimum of 30 - r seconds.Alarm deactivation switch for single entry must not 'A last more than 15 seconds and must be>=54"(4'6")above threshold of door. Minimum Fence Height 48"(4')measured on side 5 opposite pool Gate/Latch-Gate shall open away from pool and be self closing and self latching.Release Mechanism of latch shall be>=54"(4'6")from bottom of gate.If R.M.<54"(4'6") must be located on pool side of gate>=3"from top of gate and have no opening in gate>.5"within 18"of R.M. v .♦« ♦.• ti 1 s ♦e♦ o♦s ♦♦♦ .. ♦ . Rule 1-Horizontal Members spaced<45"(3'9") Vertica ♦o l •::. •0: ♦e ♦•, . ♦ ♦ ♦ ♦ i ♦ ♦ • ! ♦ � Members shall not exceed 1.75" ♦ • •• , ♦♦♦: ♦o♦ it l ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ �♦ ♦ ♦ >_ . ... • . ♦e e ♦e. 4 ), ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦- ♦ ♦. �, �, Rule 2-Horizontal Members spaced 45"ITT)Vertical ..,. ., ♦e , •♦♦e• •e e �', • • • ♦ ♦ ♦ ♦ 1 ♦ ♦ �. Members shall not exceed 4" ` • •e• ♦♦ ♦• •♦ e• ♦•� •♦ ! • �• �� ♦ �+ Chain Link-Maximum mesh size shall be<= 1.75" squares " Lattice Fence-Maximum opening formed by dimensional members<=1.75" 2"Maximum Vertical Clearance measured on opposite pool side " � . w n �, .g �. A` s s .,. �. �. -� e" y„fit .` w'o5, ;, .... .. -. v � 5 �,� .rys� �� a �� � � , �• � � �d ;i ! f , 7.� � a a . ,, ��� ;; � ,j; � t� y � � � �i � � +� ��' �� c � � � t t t � ;gar s x' h�` �� � � � �. n,,xzw t ,y , �ro #g .fig '� `'�"�� � � ,.�� � �.� �� � ,• �.. - } £ ��3 a � ',i ., �' ��.a i;, t .. .�.- ��. � E � ,, �� � -vl �3t„fr A ... _. � �r r 4: € �'� x t = 9 }� ! S. . � �f r �., y 3x .,., 1. .�. � -,� �.> t� 8: F � � a F f m, # 3t R � 7 i j � �,x� ��: e, s � Ultra-Reliable Latching System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system. The Magna-Latch has been tested to more than 400,000 cycles. MAGNA-LATCH gate latches are magnetically triggered safety devices that have revolutionized the safety,reliability and child-resistance of swimming pool,childcare and household gates. The unique operating principle is brilliantly simple. As the gate swings shut, a powerful 'permanent' magnet draws a latch bolt from one housing into the other, latching it securely. No amount of shaking, pushing or pulling can disengage the latch. The concept is so advanced it boasts international awards for design excellence. The latch has been designed to meet strict international safety codes, including all codes relating to swimming pool gate safety. The dangerous problem of a gate"resting on the latching mechanism", appearing to be latched, is eliminated when using MAGNA-LATCH. The quiet and reliable latching action means MAGNA-LATCH incurs no mechanical resistance to closure, and so suffers none of the sticking,jamming and sagging problems associated with 'mechanical' gate latches. Tru-Close Hinges PATENTED r { tr Quality TRU-CLOSE gate hinges are the latest ADIttTWNT'. DaprancsE Anfoodd technology in adjustable, self-closing gate hinges for swimming pools, households and other safety gate applications. These strong, revolutionary hinges are injection-molded from a special blend of glass-fiber reinforced polymers, which means they never rust, bind, wear, sag or stain. The superior strength and rust-free performance of TRU-CLOSE means the hinges offer double the life expectancy of any comparable product. The internal torsion spring is made of high-grade stainless steel to ensure smooth, powerful closure and long life, even in the harshest seaside or and environments. The patented, spring-loaded adjustor within most TRU-CLOSE hinges allows instant, incremental tension adjustment using only a screwdriver. Quick and easy! This clever adjustment feature overcomes the TRU-CLOSE hinges have been independently tested to comply with a range of international safety standards, especially those relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime warranty against rust or corrosion f Poolguard Alarms-pool alarm,door alarm,gate alarm,pool safety,child safety http://www.poolguard.com/door.asp HOMEICONTACT US"1'9UYPO�U'UARDI PAODUCMANUALS{WARRA}ITY^REGISTRATION ABOUT. •camp t a POOLGUARD FAKES VVIUMaircaloA Jam,.>�a , Poolguard Alarms: DOOR ALARM-Model DAPT-2 •Inground Pool Alarm •Above Ground Pool Alarm •Gate Alarm Door Alarms-NEW •Door Alarm-DAPT-2 (Sounds In 7 seconds) Door Alarm-DAPT-WT t r (Sounds Immediately) Other Information: y' •Contact Us •Buy Poolquard •Product Manuals e •News From Poolquard •Warranty Registration POOLGUARD/PBM INDUSTRIES,INC. -UL Listed to UL 2017 has been manufacturing pool alarms,door •Important Safety Feature alarms,and gale alarms since 1982.All Complies With Building Codes Poolguard products are proudly Made In Simple To Operate the USA.Poolguard Door Alarms comply Automatic Reset with all building codes and are UL Listed Battery Powered under UL 2017.The majority of children Easy To Install that drown in pools go out the back door 85 dB Horn At 10 Feet first and Poolguard's Door Alarm can help •Pass Through Feature For Adults protect those doors. Low Battery Indicator POOLGUARD DOOR ALARM 1 Year Warranty s A r rrs 1W • The Door Alarm will sound in 7 seconds when a child opens the door, and the alarm will continue to sound until an adult comes to the door and resets the alarm. • Poolguard Door Alarm will sound in 7 seconds even if a child goes through the door and doses it behind them. • The Door Alarm is always on and will automatically reset under all conditions. • Poolguard Door Alarm is equipped with an adult pass through feature that will allow adults to go through the door without the alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows you to get air through your screen door without the alarm sounding. • Poolguard Door Alarm uses one 9-volt battery,(not included)with a battery life of approximately 1 year. • The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Poolguard is the only door alarm that is UL listed under UL 2017 for y water hazard entrance alarm equipment. L� Door Alarm PDFmanual I of 2 I0/6/2009 3:07 PM SP CIFICATIONS . ....... ..... ___ Review system details for Saver covers. Fabric Mechanism Covers *5-year limited prorated standard warranty - Standard 12"aluminum lid with *16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6" hinge *Low-stretch rope and webbing(2000-lb.break) - BezelTm lids, 16"and 18" *9 standard colors: dusky blue, royal blue, - Vanishing Lid T11 trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets *35 custom colors - Fiberglass deck-mounted mechanism ends *20 oz.,28 mil Herculite premium-plus fabric with - Bench bracket frames limited prorated 7-year warranty, available in light blue,dusky blue,and beige Safety * Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all * Bonding included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1 346-91 safety standards.The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools •Reusable coping forms Other Options •45-degree vanishing-edge pools - Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors - Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism - ABS recessed box •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components •Positive-shift system •Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter • Exclusivel independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical •3/4 hp waterproof electric motor • I %hp/2000 PSI hydraulic system •Safety lockout key control •CoverLinkTm touchpad control •Low-voltage auto-shutoff with key switch •Low-voltage touchpad •Low-voltage water-feature shutoff r FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing-a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover-Pools Underwriters Laboratories listing number is 181T-File#E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T®3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save T ASTM(American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: •Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. •Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 : 97 and ETS EN 300 200-1 (RES)(EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz.These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, users and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However,there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on ,the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838. 23 r) Map Parcel dad" Permit# House# 5 Date Issued "�- �, z,Board of Health(3rd floor)(8:15 -9:30/1:00-4j36) Fee , Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin. Bldg.) SEPTIC SY UST BE Definitive Plan by Planning Board 19 INSTALLS ANCE W1 A DE AND TOWN OYBARNSTABLfNIIRONM TOWN RE TIONS Building Permit Application Pr Address 235 Smoke Valley Road Village Osterville f o Owner Dr . & Mrs . Mortimer Buckley Address 235 Smoke Valley Road , Osterville Telephone Permit Request Replace doors and windows .' IrOerf or MW6D f tym-PL Addition •- Extend Family Room - i10 x 22 ' First Floor A Ro square feet Second Floor square feet Construction Type Wood -Residential Estimated Project Cost $ aSoZ ,060 o6 Zoning District R F Flood Plain Water Protection Lot Size J,S- AC,K.ES Grandfathered ❑Yes Q No Dwelling Type: Single Family p( Two Family Q Multi-Family(#units) Age of Existing Structure L40 y 2 S Historic House ❑Yes Q No On Old King's Highway Q Yes Q No Basement Type: M/Full Q Crawl ❑Walkout ❑Other___ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New �� Half: Existing New_X No. of Bedrooms: Existing 4New Total Room Count(not including baths): Existing 9 New First Floor Room Count Heat Type and Fuel: U Gas ❑Oil ❑Electric ❑Other F It W Central Air &'Yes Q No Fireplaces: Existing _ New Existing wood/coal stove ❑Yes 2<0 Garage: Q Detached(size) Other Detached Structures: ❑Pool(size) i p`Attached(size) 2 -cm Q Barn(size) ❑None ❑Shed(size) Q Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ M Commercial ❑Yes Q No If yes, site plan review# Current Use E-F-51 DAZ?.t�-t"1 AL- Proposed Use {Q GS!DF-AJ'(7 A-L Builder Information Name E. J . J a x t i m e r , Builder , Inc . Telephone Number 7 7 8-4 911 Address qH go-sary i•anP , Hyannis License# 003251 Home Improvement Contractor# 110609 Worker's Compensation# Wrg7-695028 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Macomber ' s Dum ster SIGNATURE8e7-- DATE BUILDING PERMIT 161ED FO�- E L ING REASON(S) 1 e FOR OFFICIAL USE ONLY an PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF'INSPECTION: FOUNDATION FRAME/ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: +,RQ'UGHI FINAL GAS: ROUGH FINAL FINAL BUILDING'" = -' DATE CLOSEDlow ASSOCIATION PbAl$NO. � ;,; The Town of Barnstable • ttsstrsrest� • �`�� Department of Health Safety and Environmental Services &619. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissione For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A .requires that the "reconstruction, alterations, renovation, repair, modernization. conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions;along with other requirements. TypeofWork: ' Doors/wIndows/Addition Est. Cost Address of Work: 235 Smoke Valley Road , Ostervillp Owner's Name Dr. & Mrs . Mortimer Buckley Date of Permit Application: 5/15/98 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under SI,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS .PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner• 5/15/98 E .J . Jaxtimer 110609 Date Contractor Nalhe Registration No. OR' Date Owners Name Swiniarski, Ellen From: Kelliher, Patrick Sent: Friday, September 12, 2014 2:14 PM To: Building Dept Subject: Complaint Hello, We received a letter today complaining about a residence installing a pool in their yard and the damage that the work area is doing to the street and the area around the residence. It is not something that the Highway Div. gets involved in. I am not sure if I am talking to the right dept. on this matter. The complaint is about#235 Smoke Valley Road. They have installed and pool and are now working on a pool house and the neighbors have sent a letter to complain about the work. Please let me know if I have the correct dept.. If I do not please steer me in the right direction. If I do, I have the letter and photos that they mailed to Highway. Thanks for the help, P.J. Kelliher General Foreman Highway Division Dept. of Public Works Town of Barnstable Tel 508-790-6330 patrick.kelliher@town.barnstable.ma.us ' 1 i OVERLAY DISTRICT: ZONE: AP — Aquifer Protection District RF GP — Groundwater Protection District Area (min.) 87,120 SF (RPOD) I Road (87,120 RPOD) I Frontage (min) 150" ` Width (min) — 1 _ _ 720'0' Setbacks: I I _ =g8.16 Front 30' I 1 _ 72.70 Side 15' I I / N84'33'23"E I� Rear 15' �I I 0� ASSESSORS REF.: I Map 97, Parcel 008 cl FLOOD ZONE: } 100.0' See Plan a Based on Map # 25001CO544J I N July 16, 2014 I #235 I N \ pO 2 Sty W/f Dwelling a I \ ,o����� II \ New aNew Fire I rn W I Spa❑ Pit I 00 � v N I �8.5' / D 101.1' New Pool And Cabana I o �0 •�h I FEMA Flood Zone Line �^ o� h / As Shown On FIRM N #25001C0544J m July 16, 2014 / oI� n to rt� . � 1 Lot 27 0 121, l certify that the structures 129,370±SF o shown hereon conform to 2.97±AC rt� the setback requirements of the Zoning Bylaws of the town of Barnstable. � o• � hh Cl M W 404s�cy RICHARD R �a 1 I p L'HEUREUX. M o NO. 34312 217.87' „� 9 TERM N ?90�45" W l $J PLOT PLAN At 235 Snioke Valey Rd BARNSTABLE (Osterville) NOTES: MASS, DATE:291OCT114 SCALE:1 --60' 1.) The structures shown were located on the ground 0 15 30 45 60 90 120 FEET by conventional survey methods on (or between) 281✓ANI03 and 281OCT114. PREPARED FOR: 2.) The property line information shown hereon was M. Marilyn Buckley Realty Trust compiled from available record information. J..) This plan is not for recording and is not to be PREPARED BY: CapeSury i used for construction layout or deed description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #:C280_4g1 FIELD BY. WHK/KAR (508) 420-3994 / 420-3995fox i 4Z Neighbors of Smoke Valley and Ice Valley Roads September 10, 2014 Town of Barnstable , Highway Division 382 Falmouth Rd. = o• Hyannis, Ma. 02601 Att: Silvio Genao c, Re: Erosion affecting the Pond at 312 Smoke Valley Rd. Dear Sir or Madam, We would like to bring to your attention a condition effecting the Pond at 312 Smoke Valley Rd. During the fall of 2013, the Buckley's of 235 Smoke Valley Rd. began the excavation for a large pool, pool house and landscaping. They opened a new entrance for heavy trucks and equipment between 300 and 312 Smoke Valley Rd. which was separate from their driveway entrance. We now have a condition that when we are experiencing heavy rains there is considerable erosion from that area of 70 ft. wide and 80 ft. deep that washes out onto the roads 3 and 4 inches deep and covers the two drains that empty into the new recharge areas and the 500 gallon drywells under the driveway of 300 Smoke Valley Rd. that then overflow into the Pond at 312 Smoke Valley Rd. We now have a condition where there has been so much silt and dirt washed down the drains that we are having 12 and 14 inches of standing water after these storms and the Pond is not being properly revitalized and we have a loss of wildlife. We wrote the Buckley's during June 2014 and wished them well on their new pool and asked them if they would consider maintaining that entrance and clean the road and drains since these are not Town roads and the highway department does not maintain them. The Buckley's did have their contractor grade back the berm area but did nothing about the road or drains. Our neighbors at 300 Smoke Valley Rd. have been nice enough to have the 120 ft. of road and drains cleaned at their expense and it is our understanding they have completed this cleanup a number of times. `t We have included pictures of this damage of a May/June 2014 storm. y. Currently there is still construction going on at the pool house with trucks entering and leaving this entrance and you can see some of the erosion from a most recent rain storm, silt and sand in the street and drains partially covered. Additionally there was a trench opened across Smoke Valley Rd. nearer the 235 driveway entrance to lay down new utilities in the spring of 2014 that has been filled with gravel only and was never resurfaced with hardtop. We ask that you Please oversee this condition and do what is necessary to stop the erosion onto Smoke Valley Rd. and the negative impact to the drains, drywells and into the existing overflow pipe into the pond that affects ' the wildlife there. We Thank You for your attention and consideration in this matter over any Jurisdiction and town by-laws that your Department would have. 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I ( RUNNING-.FRONT. TO BACK - BATT.. INSULATION (R-30) NEW FLOOR ASSEMBLY NEW I .RF_PF_R'TO DRAWING A2 - - 2�d2 a ivO C ADDITION FOR FINISH - 3/4'.T(G PLYWOQD. r'. - BATT :INSULATION, fRr30) FLOOR T ALIGN j t I I I Y t ` EXISTING 2id2 FIRST..FLOOR 1FRA NEW GRADtG , . - ,..�. �, r-. `' • o,d . $x� f:T BILL; k a'<� , SLORE AWAY k '�Ielu i • ;FROti HOU8� 'x ':" CRA�BPACE :, '.. •. ' I 4 EXISTING BASEMENT W(NDOW t y NEW?1UD 8LA$ { - OPENING:FOR' ACCESS.TO c i r CRAWL SPACE ' o� BASEMENT EXISTING E BA NT NEW 10 GONCRET@ WALL -AN'b'`FOOTJNG I TOP OF IUALL'TO', MATCH'EXISTING CiVaen Web Request Page 1 of 3 of 1NE ' 0�V-1 i B TAB1F,. Logged In Citizen Request Management Tuesday, March 132012 TOWN\mckecech nr Route to Users Search Requests Create Requests Changes saved Request Information r Request ID: 36693 Created: 3/9/2012 2:09:32 PM Status: Closed Assigned To: Mckechnie, Robert Building Dept Anonymous: Yes Request Category: Work with out permit Routine work: No Estimate: No Date scheduled: Estimated 3/23/2012 Change Estimated Feb March 2012 Apr Completion Completion Date: Date: Sun Mon Tue Wed Thu Fri Sat 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 Created By: Shea, Sally Priority: Medium Building Dept Citation Numbers: Requestor Information Requestor Request DETAILS: LOCATION: 235 SMOKE VALLEY ROAD Marstons Mills, Ma 02648 Request Parcel Number ANONYMOUS CALLER REPORTS Map: 097 I Block: 008 Lot: 000 THERE HAS BEEN WORK GOING ON FOR MONTHS.THERE IS A ROGERS Parcel Lookup AND MARNEY SIGN UP ON THE PROPERTY.THE CALLER BELIEVES THE WORK IS BEING DONE TO THE BASEMENT. Email: http://issgl2/InternalVvRS/VvRequest.aspx?ID=36693 3/13/2012 Citpn Web Request Page 2 of 3 Track Request Progress Request Work History: Internal Note History: Entered on 3/12/2012 3:13:32 PM Entered on 3/9/2012 2:09:32 PM by Mckechnie, Robert by Shea, Sally Site visit 03/12/12 Painters and elec on site. CALLED BOB ON NEXTEL TO INFORM HIM OF Left message for Gary with them and at office. REPORT. Entered on 3/13/2012 9:29:06 AM System entry on 3/9/2012 2:09:32 PM: by Mckechnie, Robert Assigned to Mckechnie, Robert Spoke with Gary Souza, Rogers and Marney, and he explained the work being done. Scope of Entered on 3/12/2012 3:13:32 PM work described does not require permitting. by Mckechnie, Robert Spoke to Harmon Painting on site. Mentioned that they were painting and refinishing the kitchen cabinets.Told them to have Gary Souza call. Electrician also there putting in post lights. No one else on site. Called office pm and left a message for Gary to call. Note: Complaint was received on Friday, my response was on Monday AM. Entered on 3/13/2012 9:29:06 AM by Mckechnie, Robert Spoke with Gary. Scope of work was a floor, beadboard added, controller added to boilers, some refinishing of kitchen cabinets and related painting. Permit not required for the work described. System entry on 3/13/2012 9:29:15 AM: Request Closed by mckechnr Enter work progress: Enter internal note: (Viewed by everybody) (Viewed internally only) I� I� 1 :Spell`Chec� SpeII,.C�hek Add document or image link: *You can also type in a folder name to see everything in the folder http://issgl2/InternalWRS/)VRequest.aspx?ID=36693 3/13/2012 Citizen Web Request Page 3 of 3 Current Links: Time worked on request: 1_25 J Response time: 1.50 *Time entries are in hours. Examples of time entries: 1.25, 0.5, 0.75, 1, 3.5, 0.25, 0.10 * Response time: Measured from the creation date to your first actions on the request. * Do not include nights,weekends, and holidays in response time for most departments. ry Reopen r Reopen and notify citizen Reopen Public Use: Printer Friendly Version Internal Use: Printer Friendly Version http://issgl2/lntemalWRS/WRequest.aspx?ID=36693 3/13/2012 Citizen Web Request Page 1 of 1 BAR\STAOLJq rs Citizen Request Management - Internal Use 163P:'PfEb,IA A't A. Request ID: 37799 Created: 4/9/2012 2:56:23 PM Status: Assigned To Staff Assigned To: Mckechnie, Robert Building Dept Anonymous: Yes Category: Work with out permit E.C. Date: 4/24/2012 Created By: Shea, Sally Citations: Building Dept Time Worked: 0 Response Time: 1.25 Requestor Details: Email: Request Location: 235 SMOKE VALLEY ROAD Marstons Mills, Ma 02648 Parcel Number: Map: 097 Block: 008 Lot: 000 Request: CALLER REPORTS WORK BEING CONDUCTED AT THE ABOVE REFERENCED ADDRESS ALL WINTER LONG.THEY ARE REPORTEDLY WORKING IN THE BASEMENT.ADDING BEDROOMS.THERE IS A ROGERS AND MARNEY SIGN UP ON THE LAWN. Request Work History: Entered on 4/9/2012 4:23:18 PM by Mckechnie, Robert VISITING SITE 4/10/12 Internal Note History: System entry on 4/9/2012 2:56:23 PM: Assigned to Mckechnie, Robert Entered on 4/9/2012 4:23:18 PM 1 by Mckechnie, Robert PLEASE SEE#36693.THIS IS A REPEAT COMPLAINT.I WILL VISIT THIS LOCATION ON 4/10/12 http://issgl2/lnternalVvRS/WRequestPrint.aspx?ID=37799 4/9/2012 Parcel Detail Page 1 of 3 a it ok TH@ rah �;�,-.,,•_ rr,z i BAICNSTAaLE. �+ rY -.''` •.« "' ,µ' rri MASS, �6�gn µpd a:;� _ ( iC/i/firrJ!lflif%a✓" mow , Logged In As: Parcel Detail Monday,April 9 2012 Parcel Lookuo Parcel Info Parcel ID 097-008 I Developer Loot LOT 27 Location 1235 SMOKE VALLEY ROAD I Pri Frontage 1672 I Sec l Sec Road Frontage Village IMARSTONS MILLS I Fire District Kawm I Town sewer exists at this address No I Road Index 1499 Asbuilt Septic Scan: Interactive 0970081 Mapti,�{'� Owner Info Owner JBILICKLEY, MARILYN I Co-Owner Streets 1235 SMOKE VALLEY RD I Street2 City JOSTERVILLE I State MA I zip 102655 Country Land Info Acres 12.97 use I Single Fam MDL-01 I zoning I RF I Nghbd 0115 !I Topography Above Street I Road Paved Utilities I Septic,Gas,Public Water I Location Construction Info Building 1 of 1 Year 1966 I Roof Gable/Hip I Ext Wood Shingle I M�Tn�oj Built Struct Wall - Living 3920 I Roof Wood Shingle ( AC Central Area Cover Type Style Wall Ranch I Bed all Plastered I 4 Bedrooms Rooms Int Bath Model Residential I Floor Pine/Soft Wood I Rooms 2 Full+ 1 H �` a Heat Total ✓ 27 Grade Average Plus I Type Hot Water I Rooms 8 Rooms I''., I ' 22 Heat Found <' PT stories 1 Story I Fuel Gas I ation Poured Conc. Gross 7831 Area Permit History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5269 4/9/2012 r Parcel Detail Page 2 of 3 4 Issue Date Purpose Permit# Amount Insp Date Comments 06/02/1998 Remodel&Addn �31315 1$252,000 - Visit History Date Who Purpose 02/04/2010 00:00:00 Nancy Finch In Office Review 03/29/2006 00:00:00 Paul Talbot Meas/Est 11/12/1999 00:00:00 Donna Dacey Meas/Listed-Interior Access - Sales History Line Sale Date Owner Book/Page Sale Price 1 12/17/1997 BUCKLEY, MARILYN C146894 $460,000 2 12/17/1997 GODFREY,WILFRED ESTATE OF #D712183 $0 3 05/15/1985 GODFREY,WILFRED C101771 $1 4 04/05/1966 1 GODFREY,WILFRED& EDYTHE O IC37341 1 $1 - Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2012 $285,900 $65,000 $6,300 $867,300 $1,224,500 2 2011 $386,400 $9,000 $0 $867,300 $1,262,700 3 2010 $386,400 $9,000 $0 $867,300 $1,262,700 4 2009 $404,500 $7,800 $0 $1,008,500 $1,420,800 5 2008 $491,000 $7,800 $0 $1,031,000 $1,529,800 7 2007 $489,100 $7,800 $0 $1,031,000 $1,527,900 8 2006 $458,800 $7,800 $0 $1,058,600 $1,525,200 9 2005 $401,100 $7,600 $0 $959,700 $1,368,400 10 2004 $312,800 $7,600 $0 $959,700 $1,280,100 11 2003 $295,600 $7,600 $0 $298,500 $601,700 12 2002 $295,600 $7,600 $0 $298,500 $601,700 13 2001 $295,600 $7,600 $0 $298,500 $601,700 14 2000 $371,400 $7,800 $0 $219,900 $599,100 15 1999 $293,800 $6,500 $0 $219,900 $520,200 16 1998 $293,800 $6,500 $0 $219,900 $520,200 17 1997 $331,900 $0 $0 $178,700 $510,600 18 1996 $331,90d $0 $0 $178,700 $510,600 19 1995 $331,900 $0 $0 $178,700 $510,600 20 1994 $236,500 $0 $0 $272,100 $508,600 21 1993 $236,500 $0 $0 $280,300 $516,800 22 1992 $269,700 $0 $0 $302,300 $572,000 23 1991 $327,100 $0 $0 $316,100 $643,200 24 1990 $327,100 $0 $0 $316,100 $643,200 25 1989 $327,100 $0 $0 $316,100 $643,200 26 1988 $314,800 $0 $0 $178,700 $493,500 27 1987 $314,800 $0 $0 $178,700 $493,500 11 28 1 1986 1 $314,800 $0 $0 $178,7001 $493,500 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5269 4/9/2012 f Parcel Detail Page 3 of 3 61 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=5269 4/9/2012 I - Building Detail Page 1 of 1 LE XLHSS.8 'STAH .41) + 4 1. 7 1!✓ '�1 ,i.. ;•q dab fye.W Logged In As: Building Detail Monday,April 9 2012 Parcel Lookup Parcel Detail Building 1 of 1 CAI T[]830]: I. 54% r ;27 < Code Description Gross Area Effective Area Living Area BAS First Floor 3920 3920 3920 BMT Basement Area 1850 0 0 FOP Open Porch 24 0 0 GAR Attached Garage 759 0 0 PTO I Patio 112781 01 0 Extra Features Code Description Units Unit Price Year Built Value Comments GAR Attached Garage 759.00 28.80 2003 $18,500 BMT Basement-Unfinished 1850.00 23.00 2003 $34,100 FPL1 Fireplace 1 story 1.00 3,800.00 2003 $3,500 FPO Ext FP Opening 1.00 1,500.00 2003 $1,400 BRR Bsmt Rec Rm-Average 925.00 7.00 2003 $6,000 FOP Open Porch-roof-ceiling 24.00 40.50 2003 $1,500 Out Buildings Code Description Units Unit Price Year Built Value Comments PAT1 Patio-Average 1278.00 6.00 2003 $6,300 http://issgl2/intranet/propdata/BuildingDetail.aspx?PID=5269&BID=5497&N=1&NN=1 4/9/2012 I Citizen Web Request Pagel of 3 w�QA 163?. aye " + `�J �,�, �( �-!�C�y�7��,.�"� '•.i+"r� , _ Logged OWN\ ckec Citizen Request Management Monday,April 92012 TOWN\mckechnr Route to Users Search Requests Create Requests I I Changes saved Request Information Request ID: 37799 Created: 4/9/2012 2:56:23 PM Status: Assigned To Staff Assigned To: Mckechnie, Robert Building Dept Anonymous: Yes Request Category: Work with out permit edit Routine work: No Estimate: No edit Date scheduled: edit Estimated 4/24/2012 Change Estimated Mar April 2012 May Completion Completion Date: Date: Sun Mon Tue lWed Thu Fri Sat 25 26 27 29 30 31 12 3 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 L21 23 24 25 1 26 IL7128 29 I 30 1 1 2 111 4 I5 Created By: Shea, Sally Priority: Medium edit Building Dept Citation Numbers: edit Requestor Information Requestor Request DETAILS: LOCATION: 235 SMOKE VALLEY ROAD Marstons Mills, Ma 02648 Request Parcel Number I- s CALLER REPORTS WORK BEING Map: 097 I Block: 008 Lot: 000 CONDUCTED AT THE ABOVE REFERENCED ADDRESS ALL WINTER Parcel Lookup LONG.THEY ARE REPORTEDLY WORKING IN THE BASEMENT. ADDING BEDROOMS.THERE IS A ROGERS AND MARNEY SIGN UP ON THE LAWN. Email: http://issgl2/InternalWRS/WRequest.aspx?ID=37799 4/9/2012 Citizen Web Request Page 2 of 3 Edit Reouestor Information Track Request Progress Request Work History: .Internal Note History: Entered on 4/9/2012 4:23:18 PM System entry on 4/9/2012 2:56:23 PM: by Mckechnie, Robert Assigned to Mckechnie, Robert VISITING SITE 4/10/12 update delete Entered on 4/9/2012 4:23:18 PM by Mckechnie, Robert PLEASE SEE #36693.THIS IS A REPEAT COMPLAINT. I WILL VISIT THIS LOCATION ON 4/10/12 update delete Enter work progress: Enter internal note: (Viewed by everybody) (Viewed internally only) I ti Spell Check. jj Spell Check J Add document or image link: Browse:.. * You can also type in a folder name to see everything in the folder Current Links: Time worked on req*uest: F2771 Response time: 1.25 *Time entries are in hours. Examples of time entries: 1.25, 0.5, 0.75, 1, 3.5, 0.25, 0.10 * Response time: Measured from the creation date to your first actions on the request. * Do not include nights, weekends,and holidays in response time for most departments. G Save changes r Check to notify town employee below 4 to review this request. o Save changes and notify Building Dept citizen* Close request Amara,William Brief message to reviewer: Close request and notify citizen* http://issgl2/InternalWRS/WRequest.aspx?ID=37799 4/9/2012 µ Citizen Web Request Page 3 of 3 *notify works if email address was given El Update: '�,I Spell Check. Public Use: Printer Friendly Version Internal Use: Printer Friendly Version http://issgl2/lnternalV,RS/WRequest.aspx?ID=37799 4/9/2012 f MOR.,kN SURVEY INC.: MORTGAGE IN$PECTION PLAN Not mhistnmten(ynna F.O. BOX 220 r l)o not rise this plan to erect winces;shrvbhery or ancillary structures. SNREWSBURV, MA. 01545 TEL. 842-8757 FAX 842-9740 Namc%�/.C�,�':T..l./C`'1.Q�'...`'/��f4�./�(.��.7'...�G�.l� L.�?'............................. Ilased on documents provided,required incasurements Location..2...0..5... .......................................... were made of the frontage and hulidings delineated on this NIOR'rc.A,c .INSPEc-rION PLAN.In our Judge- ... 5.T.. /Q.k(. .4...4-4. 5............................................................................................... ment nll visible easements are shown and there arc no q violations of zoning requirements regarding structure Scale......1.......-.� rG. ........1)ntc......— ..G...l i...9..T...................................................... to properly line offsets:or Ls exempt from violation enforcement action under Mass.G L.Title vl I,Chap. Deed Book........................................................Plan)look.......J...7. .✓....' ............................... JOA Scc.7,uniess otherwisc,noted.Note:Not defined `d are above ground prwis,driveways,or sheds with no We certify that the bullding(s)are not In the foundations.These certifications are made with the Special Florrd Ilazard Area as shown on the provision that the Information provided is accurate Ilud Federal Insurance. and that lire monuments used arc nccurately located 7� / In relatlon to property lines. Map N...Zt6�/....Uated.....7/Zl...9Z. Flood Hazard 7.one has been determined by scale and is not necessarily accurate. 16 . . 0 'bt'➢ 2 ` 1f �� �ZN OF btgSS N ?3�� Scti EDWARD J. g MORAN `� •� w z No. 12426 cn s U �� y ��o su �j�� • � � y13 oti o • U� S #1-m7- z � � o m _ v � C �� rs RESCO' Te!(308)739-9828 F=(308)739-9d02 a� Architectural, Inc. P.O. Box 157 Bmaw,MA 02533 FM COVER SHEET To- Tina Co:- EA Ja Aaw Fax* (M)77�9Q® From: O n-o!y$iroonian ®ate: 6-2-98 Rema . I t9ked to Rich at the Building O"adment in ngards to this. He inakaWd that we can count all antes of of now work to offset the glazing area of the addition. Please mote than insulation nos to be installed at all wd aawas of the now Bath/Laundry, Master Bath sxtWor vwa U. and at any exterior vad k4ston that is open du® to rwwwork.Also please note the requimrnwft of package T from table J5.2.1 b Any qua please Call. i Number d Pam Including this: Ii you do not receive a c,omplols transmineW, ple w cap(508)756-W26 RaMvw"49 AmAtAUMM . . >MsaWilwiwrq pommipa I~rwaw m/'If1wJw Ea mmmswunpAid va Mod Falb Gink" mi% 04bq WAN Fier Me'm V..d.0 X-aw Iwain, t� ileie�ar il� Albm !1M s Q 1446 1 m 1 u t a i n M e �It t aza n wa WA "RUN Y 4M1 ! NA WA NAREF If I 4A to i •Aim x tY! f1 1S WA 1w► lwe�! 1 t ]i b 1Iwd E tali fiq Ii M M Ili I amH I. AODPS80FRWFEATY: _ 235 51eoke Va22eY Road ..�..o_ Osterville, KA d r , 9. SQUARE FOOTAGE OF ALL OMMOR WALLt: __131 S (Includes all eroaS of Work.) J. SQUARE:FOOTAGE OF AU OLAZiNG: A. %GL.AZM AREA(0)qPA=BY Am: S. SMECT PACKAQB(Q—AA-an Oat&bow): NOTE: O't'FI1mR MORE INVOLVED METHOD&OF DQ'I04logMG ENERGY REQUIREMENTS ARE AVAILASI-C AS%US FOR T=NPORMAnaN• BE=N7 O INSPECTOR APPROVAL: YES: NO: 0 � t Aw e Fax Transmittal Cover Sheet _ ---..-_--_____ _� -_- - _-► a_�_________________ Date: � .___________ ----------------------------------- Attention:---------------K-tc ko-s. �-,o-------------------------------------- "l-1 rLa— From: ---------------------------------------------------------------------------- Message:------------� --- ------------------------------------------i........... �, 5 a'rn,o kt Vat i -------------------------« ���.��-.---------__.___._____...,.........rr ------------ Number of pages includingcover. ------ -3------------------------------ ( Please call as soon as possible if all pages are not received.) .b Fax number: 508-775-4909 48 Rosary- Lane, Hyannis. TAass. 02601 506-771-4498. '08.778.4911 ' qo �a � ..-.-....�.,�.1..��a.�.s�.gA�`.:.1J.1�. ��.J:).a\\�::aiw�ar� 'U.�\\1i��ti' - ��•� \\ [.`•�1JJ:tif•`:L�-`�_`:\�titi:�v�::.. The Commonwealth of111assachusetts -- —= Departnient of Industrial Accidents �� = O�cevfln�esligaUons 600 Washington Street MAP PARCEL Boston, Mass. 02111 'Workers, Compensation Insurance Affidavit �> }3ltea""rif;:inicri";rtt:31'I �n;•,;•tf-2`::i� c:.r+�.�=-;r�d'r,.� �.. cysi '.. '."." ��"-.sa•,.r#' _r!- _ ;) .tip '4 6 ;:>�,�w1.I•'3C4,��'t� �I+:tt` •I'1 Y"'".:i• .a f'.S,^ Cx` 'a - 1..'* E.J. Jaxtimer, Builder, Inc. name: location: 48".Rosary Lane. I Hyannis, MA 02601 city (508)778-4911 phon^6' I am a homeowner perfomiing all work myself. Ej I am a sole proprietor and have no one working in any capacity '�4._.a_. �� �'b �+:t�:i::3<...�•;'-,x- �.s<<,<gi rc:..•-._ ..::t3•zrr.�..,:-::s :,.:.s:..c 5-r:.a © I am an employer providing workers' compensation for my employees working on this job. c to •::•..::.�::;::.::.:�:;.��:::;;.;;.:::;>::�:;;:::;�;::�;:;;>;::;:>;:;:;::::.:;:�:::;-.;;:.::._.::�:;:;.;;:;::;:::;:<::;;o-:;::.;•>:::�.<::�:.. .>:::::«:>:::>::.::::.:::.::..8.;:;i20s.3...:.::::.La ne::.:;:.>;::::. .;:<.>:.: ::.........:..: ........:.::::.::::.:::::::•..:...::.:::..::..:.::;::.:..::;;;.... .... addre-s. ............................:.:....:....::..::rY.:::.:.:;;.:.;,....,. ..................:...:.::::::::::...:........ ..:.................:::::.:.:::::.....:.....:..: ;..:.... . : ..::::.::.:..::..:....._::... t h....... V. n , hJA t P tnsnra nee .Ea'Slern::.:::1`a5U3: : :.,><r:tnsrTrcrtrlCe.:.Go:.:::::.:::::::>:;::::<.r;:::>:::;•:;.:.;:.:.;::.;...•....:...:. :.;;::; .:..................... . oltc v# °ar yYt' -� " osa_. w+s.cs. ^� -���"ra^ za.�g�ti�•—F a- .:. -�z-.:.•.. '? ❑ I am a sr:!;"proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers':compensation polices: o i ';Jt ` < a ? ' m > ? i::if•'.�<:.�..:>:'� . ;•:.:CY '::.''1'i% is":%?:[ ''.'o-:'i:`'<'?`s i....addre.�..::::...:.:..:.:..:...:.:.: ':'''•;:: :'r.; :::%' ::: :`% : ::�::.�i #`: is :� :: :' :.�: :� :�T � :'`::;:.::::: �+' >2'' :. ..:.::: ... . ns r s: . n cc V amCr,-`^•~>� ':>..': %i:;?k>.'<Sa±'`<i:':%<�ijE``` >'vsf ?%"� ''rii�'' asi >i' �ii �? '< i'<:[':>;::::::::::>; ^:;>:i: �a diSre city on :insurani. co 0na Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of SI00.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. t is. true -Date � 9- Printname E.J. Jaxtimer, Builder, Inc.. Phone 778-4911 w official use only do not write in this area to be completed by city or town official city or town: permittlicense# -Building Department =� check if immediate response is required 0Licensing BoardoSelectmen's Office QHealth Department contact person: phone#; -Other r (revised 3/95 P3A) P Q ` r. u.t'fyy f�•� '1�SA• `�';s1"3 �'1',2'P}'t s.� !r�,l l°pt r .. �. 3 '� .�1 5 .y'�,+�}..i Y•� �t.w`•�a 3�f t(.2l �i��V���.. q � °r•]'r�.��;'���' i31 --, - ♦ � - r .�,y3;q`r_�;,�'.•?'E;.w., �''l,.`s� Ttk, y�svt.�.i..,..tp, .� ,y.� .R.i. .. .. �t��h• i HOME IMPROVEMENT CONTRACTORS _REGISTRATION j ;., r Board of- Bui,lding •Regulations and':�Standar.-ds r One Ashburton Place -. Room ,1.301 r f:o B.oston ,� Massachusetts. 021Q8 I -�— - --------- -------------° HOME IMPROVEMENT CONTRACTOR I Registration 110609 Expiration, 11/ 98 I 7/.& ��aa Typ;e`> PRIVATE CORPORATION - J HOME IMPROVEMENT CONTRACTOR I Registration 110609 `E J JAXTIMER,y' BUILDER , INC. 6 Type -- P-RIVATE.CORPORATION ERNEST J JAXTIMER r Expiration 11/03/98 4$' -.90SARY. LN j HYANNIS MA 02,601 E J JAXTIMER, BUILDER, INC. 8" ST J. JAXTIMER e-ROSARY LN `ADMINISTRATOR A HYANNIS .MA 02601 r, DEPARTMENT OF PUBLIC SAFETY 153423 ONE ASHBURTON PLACE, RM 1301 BOS1'0N;�MA 02108-1618 CONSTRUCTION SUPERVISOR LICENSEzr�'i, Number: Expires: Restricted To: ERNEST J JAXTIMER 48 ROSARY LANE � HYANNIS, MA 02601 �� — `�'�'�°%e�% Kee to for receipt and change '— '"� of address notification. . 1 AC40 10/10/10 CERTIFICATE OF LIABILITY INSURANCE DI/2013013) DDNYYY `.� 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 be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Construction NAME: Eastern Insurance Group LLC PHONE (508)651-7700 FAX No: 233 West Central Street E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC p Natick MA 01760, INSURER AEastGuard 14702 INSURED INSURER B: Kenneth Vona Construction Inc. INSURERC: 11 FOX Road INSURER D: INSURER E: Waltham MA 02451 INSURERF: COVERAGES CERTIFICATE NUMBER:HASTER 2013 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD/YYYY MMIDD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ I GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPER TYt $DAMAGE HIRED AUTOS AUTOS Per acciden $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y I N TOR,LIM I ER ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ��41234164 0/4/2013 0/4/2014(Mandatory In NH) E.L.DISEASE-EA EMPLOYE S 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN FOR INFORMATIONAL PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rosemary Fulham/PMA ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INSn25 t7ninnsi m Tha AI npn namo and Innn am rnnictcrcrl mar4c of Af ewn i 1 Massachusetts -Department of Public Safety r Board of Building Regulations and Standards Construction Supervisor i & 2 Familx 7 License: CSFA-057385 KENNETH B VONA 11 FOX FW t"JDVI WALTMAM MA702 4 i Expiration Commissioner 07/19/2015 i Restricted-One-and two-family dwellings or any accessory building thereto, irrespective of size. j i Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS 1 • f z 1 L 0 M c e of/onsuMert -di suli`tioe License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 116519 Type: Office of Consumer Affairs and Business Regulation Expiration: 6/22%2014 Private Corporation 10 Park Plaza-Suite 5170 COr • _ ' Boston,MA 02116 KE�TNETH VONA NST ..INC KENNETH VONAti i' 11 FOX RD. WALTHAM,MA 02451 Undersecretary Not valid without signature J oj1KE • saRxsznsr.E. 9� '� ,�� Town of Barnstable prED µp'l A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, {' 0V 1 MEP1 J. .3 Uci t f y , as Owner of the subject property hereby authorize Oe4 7r') ya4 (�21V75&VIE1 901 to act on my behalf, in all matters relative to work authorized by this building permit application for: 235 S eke 1/aky W, 0 4g—Vi l(e, MA (Address of Job) 51614 Signature er Date A7MF2 J. uciccc ' Print Name If Property.owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 The Commomuealih of Massachuseta DVarhnent of industtzal Accideais - QjTwe of Invesfigafions 600 Washington Street Bostory MA 02111 wwmmas&gov/dia Workers' Compensation Insurance AfHavit Builders/ContractorslEiectricians/Pbimbers Applicant Information Please Print Lemibly Name(Busine�anizationffii&vidnao: N.✓���! j/O��t CU.�J i �7`l'a Address: X /ld y4 CitytState P: /i�A1.4_1 /YI/� G2`/S�Phone# Are you an employer?Check the appropriate bGx: T of project r• 4. I am a general contractor and I � p 7 ( eelnired)c 1.9 I am a employer with ❑ g 6. FM New construction employees(full andlor part.-dime).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7- ❑Remodeling strip and have no employees These sub-contractors have g_ ❑Demolition working for me in any capacity. employees and have workers 9. ❑Building addition. [No workers'comp-insurance comp-insurance-1 required.] 5. ❑ We are a corporation and its 101-1 Electrical repairs or additions 3_❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself [No workers'comp- right of exemption per MGL 12.,❑Roof repairs insurance required.]1 c.152,§1(4),and we have no employees.[No Workers' 13_❑Other comp.insurance a required.] ',Any auplicaut @rat checks boa#1 nmst also fill out the section below showing their woate&compensation policy information- *,AHomemmers who submit this affid n it indicating they are doing all wo&and then hire outside contractors must submit a new affidavit itubcating such- toonuactors that check this bout mast attached an additional sheet shooting the name of the sub-contractors wad state whether ornot tbnse entities ham employees.Ifthe sub-contmaots'have employees,they most pnn ide their workers'comp.policy number. 1 am an etttploy'gr that is'protzding workers'compensation insurance for my employees. Below is Hte poll y and job site inforYnr don Insurance Company Name: Y���/L�/ �id�y�2it.�C-C �p/LOtJn Policy#or Self-ins.Lie.#: if r W e q/2 3 / Expiration Date: ZO l�� Job Site Address: 2 3 J.Sl-vdir ke-/ley City/StatelZip. D.S7�it-y111('1 -,* , Aftach a copy of the workers'compensation.policy declaration page(sh ng the policy number and elation date). Failure to secure,coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fire up to$1,500.00 andlor one-year in4nisonment,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 Itavestigations of the DIA for insurance coverage verification. Ida hereby cerkf,render tha pains and na pedzrty that Hue information prmzded aboi a is bw and correct Si tore: - �r bate: I 6 f4 t Phone#: _ 7 F�`�G G t Official use only. Do not write in this area,to be completed by city or town q f`ieiaL City or Town: PerrnitUcense# 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#: Town of Barnstable Geographic Information System September 15,2014 �,r f r.� '.,., n t `'r��� �::� � ��=i' ..;1✓���} F E'b�, �� 't ✓ � � ._ �� �k-."�� yet, F. c � I Ys ` rc lry r •, .�" \ b ,9v �.*5�' ',E" � ,. .1A .y x vim---� ri- - x - �. X 11 _ w }< a>i'l� •,�.�"_ �•tfl n -�� "t •• i _ _�' o' 9 ¢ r t � � ti-(,� � war '. _� `-y�.. y•�, r �m§. 1 < ,f f --� .,.gyp i a r.,q :- -..�" ' }e •.. -� �- - OF 4116 }- •� �t-r.• �e " 'dy§ -sue / 'F:r"' �' _y,,, R .'• k �' •�,LT `" .�: M � .1 � . �.) �,� "� yin'.. . J' � � ( :. f �. x. �:- t• ,may, w t y, +_ � k� i .. P 1. L Olin ., 6 }j9& • �} .�, � "•�;�• ,� ,� -�l�;�t{� �AY�� 097 Parcel:008 DISCLAIMERS:This map is for planning purposes only. It is not adequate for gal Map: Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:BUCKLEY,M MARILYN 8 Total Assessed Value:$1248100 1'=100'may not meet established map accuracy standards. The parcel lines on this m are only graphic representations of Assessors tax parcels. They are not true property CO-Owner:M MARILYN BUCKLEY REAL Acreage:2.97 acres Abutters boundaries and do not represent accurate relationships to physical features on the m Location:235 SMOKE VALLEY ROAD such as building locations. Buffer r Aerial Photos Taken April 19,2008 t Town of Barnstable Geographic Information System September 15,2014 097004� #170 097003 #236 097002 #260 097007 #201 097008 4235 q* A. v 097009 097001001 JQ #175 #270 �4f 10 �0 h 097001 #300 096004006 #0 0�0 Feet-. DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:097 Parcel:008 •' N boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:BUCKLEY,M MARILYN& Total Assessed Value:$1248100 Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map - W _ E are only graphic representations of Assessors tax parcels. They are not true property Co-Owner:M MARILYN BUCKLEY REALTY Acreage:2.97 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:235 SMOKE VALLEY ROAD , such as building locations. Buffer J fi y�:!Y .'fi -S �•�}r- � !f.�, ,fir - �r �,�- #"R si1► t', Ba rtstable wrM I K 44* if NO. '�. ! f _. . '� -� ,f,M -3 .: �' t i ► 'fir 1M a �'� `•1. a �,.L+ .r r"y'• d: r a "�.`'� -'/';": � .;. "�� t x •` � ,tit ` `4• a „ '�.;_,•{gyp, -r 7�rT� �„_y.. r���� "�� �r7 k� y �.. ,�.r r.� � `. � sib �y1:. .�71'��"`•4'�-f� �,. 1 t '77 •� 1L�� r�• 't:•. y (�,(j� Y�'^ ��j A 'I ,� �`' .� �_- �.,• ,�':.' �'� 4. `, ,max t ^I L ij q •J b .* -,.� L •l? '; '•'-.T ?�j,��ll..f,n Air' y,i �, y r, r'}fL ti. t � r f•.M• r y y �.. -.� < " �••' ``T � off �� ��� r r. '1 p��' �!•S 'v �M r :,:�' f� �'/�1r�a J i' w� �_,t l •.-: y,. l0i66jo `iU�N�1 1;• j Ja} ^ J i r ."•a ti .t f" +�� 1- _l�I ' ..Y ' , cif'. ,r ,jl f J J'�,I r j i• �4rr'*L~'+,,��-/j` �+i j .��.''+..c•. fr i r• ';= -,.M i�` .i•� i •ti wr. ,.., y.,,.,�.f�.' i � ;'1�.+. .,r�_; .-,�-� 1... ,�-�Y,..,.r.,. ,f.�_st'' .i.-'J;.'T tit-., 1"-'{r...�,,,-1^..,..4�r1f�Y d-1.:'^F!,luC''.=:..,., -r w, 4d i r `oFTHE Tpti� Town of Barnstable BARNSTABLE. Regulatory Services 1i MASS. g .679• N0 Building Division prED MPS a. 200 Main Street, Hyannis, MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice 1 Type of Inspection Location2 3 3 Jli0*f L A& Permit Number 4-0 x Owner Builder A;, One notice to remain on job site, one notice on file in Building Department. The following items need correcting: � k d4'C-JLI771 710i0 A/ Ole /90 c 7; "uNo6 7'icrx� o�i�/�/N� o N �� 047'cY zC/* 7 O# C Please call: 508-86249Ns�r-re-inspe n.. Inspected by. Date G (' i. k . t _ r. Aa yCVS1SE.9<t\lc3 . S >W'7'\C t yi d E C y y cc r y _lie I � N l� y �d CUSlSG :tJ001 t. > CtJ d �� Ilk, d 3�y a Ct15 8 9 Na . 10 G� M CN 1ti^17 C-0I N N N N-11 lii "'a r 5.'100.0 o• 0 . �c t+`� 9 � �:., � �Y.�: .,�' �. :, .s- :... '. T.. y�- •• J 4 _ `.� �_, r � � ri � N'i�I�,f:F• � '� r CVS 1369"t\lcf • r i 004 CN 1P-2S 001 N N N-t NN �sRei� �56- 5. 1CC'.0. y W o ,.�" d sf MAIN OF BARNSTABLE BNENSONWOOD 01 In; 42 www.bensonwood.com To:J'Nlatu Anion D a t.e: 25 November 201.4 C/O.Kellneth Von-,) Cons ixtici.ion 11 Fox Rd D*(VISIOAJ V/althain,Masschusetts 024:) '1-0 W1.10M.it may concern, I:am wrttlilg to certify that the pool.house structure at the Buckley-Gill residence at Smoke.Vallee Road in Osterville, MA was I)LU*I,c and itisudled per.my structural drawings and specifications,with sorric minor modifications. The minor modifications were the addition of on.c slicar wall.betweell the windows on gridl.i.ne 3, and the addition of stronger hold downs at.the 4 corner. posts. I designed and engineered these.additions clue to the straps adjacent to the windows on Gridlille I not being.installed plumb as they exited the top of the concrete wall so the shear wall on.Gild.1111C I went from.a tAvo se-gi-rented shear walls to one perforated shear wall with redGced.capacity-. 'I'llese modifications allow the Sr.1`,UCtUrC to withstand the wind load 120 IMPT-1 exposure 13 without the.incorrectly installed straps adjacent to the windows oil Gridline 1. The prefabricated building was built and installed 13V'V.1krisollwood and the st.r.L1CtU.r',d modifications also Installed by Bensonwood. I have photo documentation of the structural con.necti.olls frorr.i both itIS11.111116011S. If you have.any questions,please call. S,.nce.rely' A OF 11MV4\1��OF)VLq \A Ot 44,q:';5 HR P Rao 'HRI OP RUCT L No. 93 GAO�8/01YAL NA Chris('.'arbonc' P.E.41 Benson W'oodwoxhlng Co., Inc 603 756 3600 x '134 6 Blackjack Crossing -Walpole,NH 03608 -603.756.3600 -Fax:603.756.3200 -chrisc@bensonwood.com L `pptNE 1p��� Town of Barnstable ' BABNSTABLE. Regulatory Services - e Y MASS. � n �p039 Building Division fF0 MP' 200 Main Street, Hyannis, MA 02601 �. Office: 508-8624038-1 Fax: 508-790-6230' Inspection Correction Notice Type of Inspection IBIA15 Location �3 114(, ,�y P) 'V'o Permit Number 07b17 0 3015- Owner �wGl�G�� Builder VC)N - One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0z �cG 57C�t/�2 5 f�OP- 4 410 4N/) t JJ 751�1,10 /plod ICi SI �S Sz��.�,�5 kl1#c/f /v ©3l3 O Please call: 508-862-49 8-for re-inspection.. Inspected by . Date i 'J BENSONWOOD www.bensonwood.com To: Matt Anton Date: 25 November 2014 W c/o Kenneth Vona Construction 11 Fox Rd , Waltham,Masschusetts 02451 To whom it may concern, I am writing to certify that the pool house structure at the Buckley-Gill residence at Smoke Valley Road in Osterville, I\U1 was built and 'installed per my structural drawings and specifications,with some minor modifications. The minor modifications were the addition of one shear wall between the windows on gridline 3,and the addition of stronger hold downs at the 4 corner posts. I designed and engineered these additions due to the straps adjacent to the windows on Gridline 1 not being installed plumb as they exited the top of the concrete wall so the shear wall on Gridline 1 went from a thvo segmented shear walls to one perforated shear wall with reduced capacity. These modifications allow the structure to withstand the wind load 120 MPH exposure B without the incorrectly installed straps adjacent to the windows on Gridline 1. The prefabricated building was built and installed by Bensonwood and the structural modifications were also installed by Bensonwood. I have photo documentation of the structural connections from both installations. If you have any questions, please call. _ CD �_ ZE Sincerely, �,SN OF `�s9 tp CHR PH yGN 0. J DON UCT l No. 938 A SS�ONAL co w r M. Chris Carbone,PE , Benson Woodworking Co., Inc 603 756 3600 x 134 �231 IG� � 6 Blackjack Crossing •Walpole,NH 03608 •603.756.3600 •Fax:603.756.3200 chrisc@bensonwood.com I Mckechnie, Robert From: Kelliher, Patrick Sent: Friday, September 12, 2014 2:14 PM To: Building Dept Subject: Complaint Hello, We received a letter today complaining about a residence installing a pool in their yard and the damage that the work area is doing to the street and the area around the residence. It is not something that the Highway Div. gets involved in. I am not sure if I am talking to the right dept. on this matter. The complaint is about#235 Smoke Valley Road. They have installed and pool and are now working on a pool house and the neighbors have sent a letter to complain about the work. Please let me know if I have the correct dept.. If I do not please steer me in the right direction. If I do, I have the letter and photos that they mailed to Highway. Thanks for the help, P.J. Kelliher General Foreman Highway Division Dept. of Public Works Town of Barnstable Tel 508-790-6330 patrick.kelliher@town.barnstable.m.a.us 1 4 ,/--T.O.F.EL= 31.0'1 FINISH GRADE OVER D-BOX=22.8't } FINISH GRADE OVER CHAMBERS= 22,0'-22.8' GENERAL NOTES PROVIDE EXTENSION RISER 1 SLOPE Q 2%MIN.OVER SYSTEM 3I4'TO 1.12'DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE WITH COVER OVER INLET 8 FINISH GRADE OVER TANK EL, RISER TO WITHIN W OF FINISHED GRADE INSPECTION PORT WITH ACCESS 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 4'SCHEDULE 40 PVC BOX TO F.G.(SEE NOTE#21) METHODS SHALL BE IN ACCORDANCE WITH TITLE 50F THE STATE ENVIRONMENTAL �@ FOUNDATION=30.0't 23.2't 5'DIA OUTLETS) MIN SLOPE 1% (NOT INSTALLED:CHAMBER RISERS 6TgNE.gRGEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 2a MIN.ACCESS USED AS INSPECTION PORTS INSTEAD 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9'MIN. PLACE RISERS ON ALL DESIGN ENGINEER - COVER MAX. g MIN. TOP OF SAS-19.83' CHAMBERS WITH PROP.SCH.40 96'MIN. 9'MII1: 3. 4'SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER 19_OO' 36'MAX (ZO.OS' INLET PIPES 70 6'OF SYSTEM UNLESS OTHERWISE NOTED. PROP.SCH,40 BREAKOUT EL= 19.SO' FINISHED GRADE -C PVC SEWER (L=65't) S_ 3' 2'DROP MIN. _ tup- 19.OS') , 19.55' 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 3'DROP MAX 3' 9' _ L-77'� PROVIDE WATERTIGHT ELEVATION=19.55'FOR A DISTANCE OF 1S AROUND THE PERIMETER OF THE SAS.UNLESS A tg � „ 4'PVC IN FROM JOINTS P. 8a�v 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM SAS.AND THE TOP OF •28.0't s�we 14' 21 OO' SEPTIC TANK ® 4-PVC OUT NT I� Q Q O Q Q Q ° Q Q O Q I� THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. (21.00') 0 � � � (� [� � � � 0 � 12' 6' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL (2�25 48 OUTLET TEE 19.40' MIN. 19.23'(19.22') = o = = 0 0 0 0 � O O 0 O o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE (19.39) 6'CRUSHED STONE "Q O Q O o � ao00 0o FIWNG WHEN SYSTEM IS NEARLY COMPLETE AND READYFOR INSPECTION.SYSTEM IS OVER MECHANICALLY NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH .B OFFSET TO FND COMPACTED BASE AND DESIGN ENGINEER- 5 4 a 8.5(TYP) 4 a,a 4 0' OUTLET DISTRIBUTION BOX - 4.83' B. ELEVATIONS BASED ON N.CORN 29s DATUM.BENCHMARK ELEVATION OF 31.6T 6'CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 42a (ryp') ESTABLISHED ON TOP OF CORNER OF STEP AS SHOWN ON PLAN. OVER MECHANICALLY BASE FIRST TWO FEET OF OUTLET GROUND WATER ELEV, <12.00' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOPRICATIONS PRIOR TO CONSTRUCTION COMPACTED BASE PIPES TO BE LAID LEVEL Z17.00' 12.83' K ON SMEAT PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK 17.05' 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIFE-SAFE ANLEAST7 APPLICABLE BLE AGEOCOMME REPORCING T Y DISCREPANCIES LENGTH 10'-8 WIDTH 5_-8" DEPTH 5'-8" (Dlmen-go Wg- CROSS SECTION VIEW ( ) TO T DI DESIGN ANDINYOTHERAPPLICABLE AGENCIES.REPORT ANY DISCREPANCIES 'CONTRACTOR TO VERIFY EXISTING Pmcrst Cory..Pocasse4 MA) TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER ELEVATION PRIOR TO AIRY WORK 3 SEPTIC TANK PROFILE H-20 DISTRIBUTION BOX DETAIL 1 H-20 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SPECIAL NOTES: 24, I \ � i � � \ )♦+ ° !� ( TEST PIT DATA TEST PIT DATA REGULATIONS. OWNEWAPPLICANTISTO OBTAIN SUCH DETERMINATION FROM 1.)MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. ' \ / O J • PERC NO. 14157 PERC NO. 14157 APPROPRIATE AUTHORITY. \ `•\e - (' 2.)CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO '�- \\' \ 1 ♦/�� /1 INSPECTOR: Donna MlorandL PIS INSPECTOR: Donna Mlerandl,PIS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND FF70 LOADING UNLESS ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN.REPORT TO ENGINEER AND LOCAL BOARD I \ 1� ° _r EVALUATOR:MlUlael Pimentel,ER CSE EVALUATOR Michael Punentel.EIT.CSE LOCATED UNDER PAVEMENT,DRIVES OR TRAVELED WAYS IN WHICH CASE OF HEALTH IF 500.5 ARE NOT CONSISTENT WITH TEST PR DATA. \ \ ��/♦a I `/1 .,O THEY SHALL WITHSTAND H•20 LOADING. \ _ o _ C.S.E.APPROVAL DATE: OcL 1999 C.S.E.APPROVAL DATE: Oct 1999 i 13. DOUBLE WASHED CRUSHED STONE SMALL BE FREE OF ALL DIRT,DUST AND FINES. 3.)ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS AND PARTIALLY LOCATED WITHIN THE / \ 1 \ 1 �) 4?.. ": '- l'�.yh ZONE 2 DATE October 21.2013 DATE: October 21,zD13 GROUNDWATER PROTECTION OVERLAY DISTRICT. \ r✓Ty I D JS M 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM.SUBSOIL AND UNSUITABLE \ \ p '� •<- TEST PIT#: 1 TEST PIT 0.. 2 �Z\ c, \, �/ 2D �\ -/_ _ _ I --° MATERIAL IN AREA BENEATH AND FOR 5 FT.L ALL SIDES OF LEACHING FACILITY. SWING-TIES SCALE:1' 2a / e 1 \ / ELEV TOP= 24.Oa ELEV TOP= 24.0a REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, \j N` \I s -"^•.... ♦ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). / ll _ �'� try (C ELEV WATER <14.00' ELEV WATER= <14.0a DESCRIPTION HC•1 HG2 HG3 \ CC/ \ ` ♦" •' V 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN CLEAN-OUT(1) 50.8' 5.aI.a�T t. PERC RATE_ <2 minMch PER RATE= SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK SEPTIC COVER IN(2) - 66.T 126.3' �3p� \ 22 �^E' -3 \ -_`- SSA q♦,,1 DEPTH OF PERC= 32'•SW DEPTH OF PERC= IS. PROPOSED PROJECT IS LOCATED WITHIN: / \ 'rvn )( �, ,; ( 7 TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 ASSESSORS MAP 97 PARCEL 08 SEPTIC COVER OUT(3) - 74.7 132 T z/ \ Z ) ; `I ` j: 1 _ OWNER OF RECORD: M.MARILYN BUCKLEY REALM TRUST DISTRIBUTION BOX(4) - 122.a 7525 .1� / ,j' 24 M.MARILYN BUCKLEY&MORTIMER J.BUCKLEY,III.CO•TRUSTEES CHAMBER COVER(5) - 1242 755.T // /� \ O J \ (�( LOCUS' q 0 Loamy Sand 24.00' A 0' Loamy Sand 24.0a ADDRESS: 7578 NW SWEET BAY CIRCLE CHAMBER COVER(6) - 146.- 171.Y / O� \ 1'• \ I% J 10Yr 311 10Yr 3/1 PALM CITY.FL 34990 / .„ e' 23.3T B. 23.33' #235 EXISTING \ .♦a.•\ p'.'•.! I o � �` 4-BEDROOM FL.EL:j1�• 1/ a U � � 7 L B Loamy Sand B Loamy Send FEMA D NE DWELLING \� \ 1 f- _ y, I ♦ tOYr 516 tOYr 5/6 COMMUNITY PANEL# 250001 0018 D -V \ �D e 17. DEED REFERENCE: LC.C.#197798 / TOP=31.0': ! r \ ^� 3-1 - 21.33' 32' 21.33' 2m Q ! „ peR 18. PLAN REFERENCE L.C.PLAN 572572 / G7 FL ELT.DRIVEWAY - - G7 2. Gt ( 20 g ) 8. D B PROXIMATE THIS PLAN IS TO BE USED ONLY ` ry ry ( I _H \ 11 l X Ip \ \ `' I .Joa � �i Coate Sand 19 1 ALL DISTURBED AREAS SHALL E RESTORED O ORIGINAL CONDITION. _ Coarse Sand 32 TO �\ � J J / � 2SY 616 10. %6revel .'1b `p (70. %gravel) .Oa 7 .Oa ME LIABILITY 20 PROPERTY LINE INFORMATION IS ONLY U ♦ L� O I / - >2• 18 2• 1B FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSUME ANY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. \\ t YP --- / (Stan i �n '� �r /n 21. A 4'PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A \\\ \\\ \ \ O I � - -. =J I: 1I .. / n( ♦ -/. DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3'OF FINISH GRADE.A Be nchma / I '/ GZ Medium Send G2 Medium Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. N.G..=31.9t / / EXISTIUG SOIL ABSORPTION 2.SY 616 2.SY 616 / / �/ SYSTEM TO EE ABANDONED LOCUS PLAN (1 G2 ,y0�, 6/ �• _ SCALE 1'=1000' 120' 14.0a 120' 14,00'2 11 ' \ \ \ \ ( // / / // No Standing,Weeping or Molding Observed No Standing,Weeping or MoOOng Observed! LEGEND AS-BUILT CLEAN-OUT 1 \ / / TEST PIT DATA TEST PIT DATA 50xa EXISTING SPOT GRADE INV.25.30' I \ \ \ \ , /1 DESIGN DATA PERC NO. 14157 PERC NO. 14157 -50- - EXISTING CONTOUR v " NUMBER OF BEDROOMS(EXISTING) a I j I (\ \ \ \ \\ / n� O INSPECTOR: Donna Pimentdl,Er INSPECTOR: Donna Mmentel,EI PROPOSED CONTOUR EXISTING 1,500 GALLON SEPTIC MAP 97 NUMBER OF BEDROOMS(DESIGN) 5 TANK TO BE ABANDONED e. PARCEL OS EVALUATOR:Michael Pimentel,Err,CSE EVALUATOR:Michael Pimentel,ELT,CSE (i. I / ` \ \ \ \ ,� / I / DESIGN FLOW 110 GAUDAY/BEDROOM Oct 1999 Oct 1999 50 PROPOSED SPOT GRADE 1 / C.S.E.APPROVAL DATE: C.S.E.APPROVAL DATE: PUMPED.BCTTChi CPCLEDI I ( / / 129,42235.F. TOTAL DESIGN FLOW 55O GALIDAY RUPTURED AND FILLED w/CLEAN � I ' / I I � \ -26'-' $ /� �OI F (2g7t qc,) pg7E; October 21,2013 pg7E: October 2l 2073 -E/T/C EXISTING UTILITIES SAPID)PER 310 CI•IR 15.354 L Y- 1 DESIGN FLOW�x 200% 1•iDD GALIDAY TEST PIT #: 3 TEST PIT Ik. 4 EXISTING GAS LINE ! I O , , - USE PROPOSE:: 1.500 GALLON SEPTIC TANK ELEV TOP= 22.0a ELEV TOP= 22.00' -`` D O / O --1J-W-- EXISTING WATER LINE ,� 2y O , [�AT 1 G -20- I ELEV WATER= <12.00' ELEV WATER= <12.0a ! ry ry r 3 �(-� TEST PR LOCATION OQ ! " / /�/ mZO � ! PERC RATE_ <2 minMrJ1 PERC RATE= Y / p / DEPTH OF PERC 36'-54' DEPTH OF PERC= OOO AS$UILT 1,500 GALLON SEPTIC TANK o � �� G AREPy� 1�p/ INSTALL 4�500 GAL.CHAMBERS w/AGGREGATE /,/�% -BUILT 1.500 �r.I!� DC`C�(PIN o .p TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 A4` / (2 LI J \ ap SIDEWALL CAPACITY O O O EXISTING 1,500 GALLON SEPTIC TANK G SEPTIC T -!O (LENGTH L. WIDTH)((2 SIDES)(2'HIGH)(0.74 GPD/S.F.)- GAUDAY (3 ' 1 f (420'+12BY)t 2)(2')(0.74 GPD/S.F.) = 162.3 GAUDAY a 22 Oa 0' 22 Oa AS-BUILT4'SOLID SCHEDULE 40 PVC PIPE Loamy Sand Loamy Sand o QT/ // / / / / / _ \ 'm Z BOTTOM CAPACITY A 8, 10Yr 311 21.33' A 8• 10Yr 311 21.33' O AS-BUILT H-20 DISTRIBUTION BOX 24 --- 0. AS-BUI DISTRIBUTION BOX (LENGTH x W',)TH)(0.74 GPOIS.F.)= GALIDAY EO AS-BUILT 500 GALLON H-20 LEACHING CHAMBER tl San (42.0'x 12.83)i:.74 GPD/S.FJ = 398J3 GAL/DAY e Loamy B Loamy Sand 24 7 TP 4 1 t0Yr 5/6 t0Yr 5/6 (96 A 87') ACTUAL ELEVATION 24xa (4' 22x0'W, AS-BUILT 4-SCO GALLON H-20 LEACHING TOTALS: ' / (5 RFS�\\\ CHAMBERS WITH AGGREGATE � 4 Pe 3 •g 19.Oa 36' 19.Oa Coarse Sand REV. DATE BY APED. DESCRIPTION 54' Car—Sand 17.50'TOTAL LEACHRwG AREA 758.2 SQ.FT. G7 2.SY 616 C-1 2.SY 616 "AS- TOTAL NUMBEE.OF CHAMBERS rse BUILT"SEPTIC SYSTEM TOTAL LEACHING CAPACITY 561.1 GALIDAV (10.20%gravrl,) (10-20%gravel) PREPARED FOR: 2� o .s. �� ^GP-' I 72' 16.Oa 72' 16.00' z4xa z k CAPEWIDE ENTERPRISES I � o- n.:..:.>. " \ \� AS-BUILTn (18 I I (6 - J I Medium Send Medium Sand PLAN LOCATED AT 9y, G2 2.5Y616 Gz 2.SY6/s 235 SMOKE VALLEY ROAD \\s \ \ \\\ \ PLC•CDZutELIUICIVIDINrZONEC FROM ZONE A':I I I OSTERVILLE,MA 02655 'EI..I l:645ED Cti AC"T1,AL ON-THE.GROUND FIELD IN3TRUME'IT SURVEY(S.F.E.=I1.O'NGVD 28 BASED Old I 120' 12.00' 120' 12.0a SCALE: 1 INCH=20 FT. DATE:OCTOBER 29,2013 \ \ ? �9 \ F.I.R.AI.PANE-NUh18ER 250TOI Cr IH C DATED 7-2.92r ) 1 0 la m <o eo No Standing.Weeping or Mottling Observed No Standing,weeping or Mottling ODservetl FEET \ \�� r a Ao RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING,INC. \ R I I I q1' '� 2854 CRANBERRY HIGHWAY \ \\`\ I ' SITE PLAN I EAST WAREHAM,MA02538 508.273.0377 SCALE:1'=Za O1vnn BY:MCP De*,u,d Sr.MCP CMche4 BY:nD Joe No.xwa Ttrsaa.i�ab Psr>ebdhas� M CakobaEa"isas bPsdrd kt ss arscb as kctrv�rb dm�+x N D.kidaOa•+Y•acflavd dia•60•debt a 1 e�0� ds,,be Ided ab its to pupaeP.vwsfhd ' - 5 M M Amlied me ed roh er apea 3 anY+dsa or.wadd aflbfl��le MRad Ibenpatssd.Mvv�aass► M AxhTst9. 1(t ■i Rr mpadOHrd MQlnebcbb ' �•.fm aa.Fi�aid apatatlsam �. aem�a�detontlr ao.Ypt.le0 ----------------------- ,. - amwcs6 Do rbt sbolsdm•k19'. 1 -------- /A I rou woATIGN MALL ' - 1 � � I r eRAhv+a ehtsr I �� 1i cos 6-12 SLOPE I ra.eler I 1 o b I i I✓�\ I - I 1 _-- i I tma or roorKs 1 ♦ , Iww-IroarRa asv 4 I REVISIONS: I I P � r I I ' I I ,,,yam` 1 L----- ------------I `` ' p I . I el-Ial..o , -- F- L ----------------- ----- I re.•teLr ' ' I I 6.11 bd2 6 �11 g 5L0� 1 — il I 11 A2- RECESSED SLOPED CLG. I > AN I 4 Ab- RECE-55ED WITH LENS-WP , ((( 1 i it D-EXTERIOR SCONCE I I I E/F-EXHAUST FAN � j l 1 �' j4 � ' I n(fit H-UNDER CABINET LIGHT ISSUE DATES: Ae PERMR SET Apn130.2014 r- r , I- ----------------- _ _ L 14.1 1 �� - - - -- - - - 75 � lam Foundation Plan First Floor Plan Roof Plan �1 scAle l/r-1O 2 SCAIE I/r-lQ SCAIE 1/P-1'd I TYPICAL c-msTRUGTION SYSTEMS 12 , 0 ROt7 5HINSLe r CONSTRUCTION � 50 ysa•ArWtactrd Asphalt Root.Mgbs on re Rod telt for of&"Is mots)C algaa e lu and 4atr 5hueb awrbrarr. S✓b'C0X pkP�d NwdlM'9.0n wehrOW10OD•s r purl and tkeWr rrtaw. © SHRIaLe ROOTC0NbT=TWN 12 .s'� •,, 6� I 12 vi•oe Yaolr�vNe 50 year ArGMectval Asphalt Roo?S"I- 17e Raat?slt(ar&AP-&gls mat.)Co"— ��j• lu ad Katsr-Jwld rtrnia'arr..3/b•00x •+°`• I'-6' pY'd slradlkg. 2.raft-0 16'oa. I-°• .�`! t- WALL cO1,15TRUc1110N y�{"'a cl r"te cedar shingle•Idkg avlr MVN.ca "IM Ntrsgal trahaga play(`Revaop.r9"dc na t�cers �i an�r 21 WM STREET NA11M MA 01760 T)rak-rcp'a sq!tboesrrap'(ws'Dtpant I I rr saw DMCARCH.COM P.F SW 65l JM rr=.•rqp'd nkddn soy one•piPo^t —sell I tam.awe ww. lour raw�oo. r's�� f I' smcnw..i ron walgarlakH•ae wkda.and door p16.aw rroa.)on .1, chase a nd 11 p aprlast-r 0 bass, auwlc.r c Ir. Y -=cadpasttsr,—t,ekVs�. at Buckley-Gill board. rl, MMR C4"TMI-TWK 1•Mwet iw ` M r Y icmY �•°� Residence JtM'w wleba byamd bd5. waswraN.Naar o. ra DLRO'-W and 5/4'Tee*A11400r(Ad-t•ch'ar s'*„� yea mea•tzv tmrM rl no�� R I I eqJ low a rkg rots a.11 j'T.ls. o. uO, raoL Hare LEILIND cowTRucnoN ��'°` ronuoe Smoke Valley Road 3`ws atom gads Hsod board Pwlk'9 2fA2 - T r oc. _ - •P ra mr•r•oc rn n� OSIen17e MA rc11 covQt?n►mcm celuNs,co wel lc7lON w17e composlto bead bond pcmlhg rang wrrtarwixas At a Ib' DRAWN: GONG.SLAe whis a70noN O -['1 R oast n aw•nqr o r' �. . 4•adr�b slab(mS b L4A.4 rwa)oa]•Rigid � � ;d DATE: 4.30.2014 krAatbn(F►t.Pt40)an 6 MI.ray.-par barley -shed stets an o pactsd bow. _ lwrovoAmN KALL ccrosTRUCnoN _ ate Kali(]-e31e topsboG .. titsll 74N-taOry vrobuon(lYt.R-10)on b MI. I_ sp1Qo w011^�'cx� DESCRIPTION: K�r• wr ral� protsctbn ad drokhbg►hravrd eytsm ai 4*:M p.aal:t. 18.�. 17•-0• ImGQOOA,xele Pool House dl bassmsrt psrkwtsr rovlddtm walls. 2'-O'w. l IB'-0' moans v R� :1'L a.eoratvoua soerrsts rootktg, eary to - `- �ata wtr.n.arn. Im at,OmtlalQ)aVpt �,,,� Plans 8a Sections ftw beaing allow soft"grade W-W mft bsbw rbWll grade mkll. �•rw~ _ �sr Section n Section n SCAIE:111C 1'd' SCMe lX-1 d eno®®,•aasr noaa nenrw 1. 4 4' ° DWG.# I - Bi-Fold Door Sill Detail 6 P H . 1 SCM£1l2*-1•V r" 1 '�'f� rya-amp aq waafwNlrxa tlnl •♦ r.nlainma sole and sAdaPMPWia D.Wehwl Cairo ArCh1Wb 0 ioWnrnb i t2 12 of wA .At dnMV"X MCtb to �� � �� tra1us.a�adn.�a4'o�anca"°-oba.o W ar ArWace aW awl rot a GaMad vna mpvrwiW a anoew dh Hewn Imo: ffi th.wfmraa.a..m.n cac«r a r. Arcna.a. it b tto n wombw&no Car&-ty to 24 COCA.2424 tNiwv t11.5•b��aW ra0a't vN a"� D D v mlhm OaW—.*w Or �O d'a•4'I�.Mlat awadaatl*.k:t t b ttla AMM--t berva Car W NCOon Im Carranw+ca6.Do rot recta vaucp. A6MMPttutAL �—AII . MK AOFNAIT AaN T a1aN.119 awbrt.elle �j'jy N Wl.e�bmw •a �fltf04t rNTe GeDAR lY � � � 11AE1 �fC/, .) .MRvw GLAD IY It01.0 DI4�CLD Daianb TAF�D GGa)!fA w ''WAYN%SO-K WAvw 9090 11(>1T'O1'D rl ` Srtaa:MAL rose _ i tl'trnao T,VO® ♦ ; \ / NMGN TRDI pefALLb f' { STIM MKw rosr I _— I 19.pr tow wage - _T'. 1., BtOra•. ( 33 (4)b7p 50R I I I M-FOLD DOOR ( l I I I I I REVISIONS: I I I 1 I I I I 1 I 1 I 1 ----------- -—————————Ll rI -----------------J L---------------------------J L------------------------J Front Elevation n Right Side Elevation n SCAM 11,17.11.47 ' SCALE I/4'-1W ` ISSUE DATES: t7 PERMIT SET April 30,2014 CtV-A 2424 CI.CA 2424 al 17 ANVAL GMAL "Hate=AR ' SNetlLe wDwO m .� 7l.alt0 T cou4se w I — OTIaGMK aD9T i 1 I I I I I I I _J 21 EL10T STREET NATICIL MA 01760 1 1 I DMCARCH.COM P•F 5M.6SI.7M I I I I 1 I Buckley-Gill 1�--------------------- - r1--'------------ ---- 1.-----------------------_J L--------------------------- Residence Smoke Volley Road Rear Elevation 3 Leff Side Elevation 4 Osterville MA SCALE 1/4-1'4' SCALE VC-l-W DRAWN: DATE: 4.30.2014 WINDOW 50HEDULE _MARVIN CLAD LLTMATE LOW T4'-INSULATED 64-A55 DE50-TtIP'NON MANUFACTURER FRAI-f 51ZE REMARKS -36'51M)LATED OMPM LM!5 DESCRIPTION: -JAB MOTH-VM1n w C0450NrunD Pool House Exn3;uoR COLOR T-JD,w PRIM®Dm!wOR W:/•2424 7'-w x I•-11 VO' STATIONA.RT LNITS _KAFtDAAP&A5 SELECTM BY 01,045t -SOZEDe A5 5MJ5,-TD LY CV*CR Elevations WAiw 5670 FrAMN O'C x 7-11 t/O' 5'STD POCKETS AT COr- 6.C.TO COORDINATE OUMMY AND 5PEC5 WDN 2620 !',AWN 217 5/O•x W-4 5M/ PROVIDE TEWER p&LAft WEIttE E)0-0'W BOTFOM EDEE OF WINDOW 15, T M 16'ABOVE.TM FLOOR 4 FA IXfiLLD 1!ARNN FLOOR GIiATTB 31LL a"THIN O'OF DOM 151,P36 GgOR 70T0-•JLR DWG.N PH .2 i RIDGE BEAM OR SIMP50N RIDGE BOARD L5TAI8 STRAP 1 r' TOP PLATE ° KINS ° ° STUD WINDOW (6) lOd NAIL5 r HEADER f! JACK STUDS ROOF RAFTER + 51MPSON L5TAI8 STRAP(WHERE Reav) STRAP OVER RIDGE LOAD TRANSFER AROUND WINOOM ALT. 2 x 6 COLLAR TIES® 32" oz. ® TOP X3 OF GABLE. R.O. KING STUDS REQ. STRAP REQ. NOTE: RIDGE BOARD OR BEAM MUST NOT BE LE55 114 <3'-6" (1) 2 X— NO DEPTH THAN THE RAFTER END GUT. INCREASE RIDE <8'-O" (2) 2 x— YES SIZE A5 NECESSARY FOR FULL BEARING <12'-O" (5) 2 X— YES I SHEATHING - SEE PROVIDE 14" SHEATHING SCHEDULE FOR MIN. 5 REOUIREMENT5 BLOCOC KING z PLYWOOD z STUD WALL g JOINT5 WHERE STUD WALL BOTTOM REQ'D BY BOTTOM SILL PLATE NAILINS SILL PLATE SCHEDULE FLOOR 5Y5TEM � f WHEEZE APPLICABLE FLOOR J015T5 � DOUBLE 2 x 6 SILL 9 DOUBLE TOP z I NAILINS PER REINFORCED SCHEDULE it CONCRETE STUD WALL ( FOUNDATION S x 3" PLATE WASHER SIMPSON BPI/2-3) " DIA. ANCHOR BOLTS 4'-0" o.c. UNLESS NOTED OTHERWISE NOTE: NOTE: NAIL PLYWOOD TO SILL 8 TOP PLATE AND RUN CONTINUOUS NAIL PLYWOOD TO BOTTOM SILL AND LAP UP THE STUDS 12" MIN. OVER THE BAND JOIST - 12" IN BOTH DIRECTIONS. OPTION: LAP PLYWOOD ® CENTER 1 OF BAND JOIST FLOOR TO FLOOR LOAD TRANSFER FLOOR TO FLOOR LOAD TRANSFER TYPICAL WIND TIE DOWN DETAILS WIND SPEED - 110 TO 120 MPH III I k r = rnX O A > rnrn r — 20 n i O — r" CA 0 — dXNd d > d > o — rn (p_ = Z r NOS Oz Nrn -iz O cn N O rn . G� z _ -n rn 3 -ii 3 N N ood � O U) SIRZ -( 1 U) UJ —i D O ui O O _ N p d d z p rn d l rn z z rn z -i O > > rn rn n -+ N crn � crn rn ui rn CJN C rn d rn ni n O N tv Iv IN -n G� X O O O O z n n n n > Or > ul r O � O O O � p z O O O rn 00 rn L p O � z � rn � d r —,-- BUILDER: TIMBERFRAME SPECIFICATIONS: THESE DRAWINGS DEPICT AN EXPOSED.HEAVY TIMBERFRAMED STRUCTURE. .THE TIMBERS ARE FRESHSAWN PORT ORFORD CEDAR(POC)AND DOUGLAS FIR - GLUELAMS 24F-1.6E(DF GLU-AM),UNLESS NOTED OTHERWISE. -THE SOLID SAWN TIMBERS MEET THE WMA STANDARDS FOR 01(OR BETTER). THEIR MOISTURE CONTENT,AT FABRICATION,IS APPROXIMATELY 3D%. .THE SOLID SAWN TIMBER SIZES SHOWN ARE NOMINAL -THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION;BUT ONLY CIVIL IiNGINEER: UNDER THE DIRECT SUPERVISION OF THE BNGINEEROFRECORD FOR THE FRAME. O .THETIMBERCONNECBONS ARE BASED ON TRADITIONAL METHODS USING MORTISES.TENONS,SPLINES,PEGS.AND KEYS.THE CONNECTIONS WILL BE DESIGNED AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEEROFRECORD. ALL METAL CONNECTORS(AT POST FEET,FOR EXAMPLE)ARE TO BE SIMPSON OR EQUAL '\ -THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE .. ENGINEEROF.RECORD OR ANOTHER LICENSED ENGINEER-WITH THE WRITTEN APPROVAL OF BENSON WOODWORKING CO..INC. ENCLOSURE SYSTEM: Ii.VA.C.: .THIS BUILDING USES EPS FOAM CORE INSULATED WALL PANELS,AND FOAM CORE / BIB POC POST INSULATED ROOF PANELS AS THE ENCLOSURE SYSTEMS. Zx10 RAFTERS(�24'o.c. l -THESE PANELS SPAN BETWEEN TIMBER SUPPORTS AT BOTH ROOFS AND WALLS. WITH 518'ZIP ABOVE ENTRY / THE PANELS CARRY GRAVITY LOADS ON THE ROOF. THE PANELS CARRY TRANSVERSE WIND LOADS ON THE WALLS.THEIR CONNECTION DETAILS ARE DESCRIBED ON S-0.1(FILL ME IN OR DELETE ME!$ zxasTuos@1co.a WITH ta'ose DESIGN LOAD INFORMATION: FLOORS: LIVE LOAD: 40 PSF 6 lrrV7114'OF GLLLLAM NIP RAFTER— \I 10.10 POC PENDANT OEADLOAO: 25 PSF ELECTR1CAL: ROOF: GRWND SNON LOAD: 35 PSF(ND SLOPE REDUCTION TAKEN) \\ 800 POC RIDGE BEAM DEAD LOAD: 15 PSF 5 1/6x51a'OF GLU{AM RAFTER \\ \\ Q B POC HIP RAFTER //% .WIND LOAD: EQUIVALENT MPH:NT FL YID B 5116'x11 1Y OF GLLLLAM RATE /%�' Zx4 STUDS @16'o.c.WITH&8'ZIP @ SOIL LOAD: EW NALENT FLUID PRESSURE OF SOIL 70 POF EXTEPoOR ADD I?OSB @ INTEPoOR. \ \ 511Sx1114*DF GLUTAM RING BEAM &.10 POC OTI B:R: RATE 811r EPS ROOF PANELS(I?OSEI ��P�P�T •� \�� t, // BOTH SIDES AND 7114-EPS FOAM �Y �`� .,,I / • CORE)WITH LC BOAD FINISH,TYP.� 1 Y4'x11 71W NORDIC LAM HEADER f`✓,� . \ Ir BOVE DOOR OPENING. !CUSTOM STEEL POST BASE 51"14'DF GLU-AM POST (2)5'B'01'LAG SCREYYS 41/7 EPS EXTERIOR WALL(12'O,SB / _CONNECTORS 69 BOTH SIDES AND 3 IPI EPS FOAM o CORE)TMTH 2.PACK-UT LAYER - I , (US@ 16'o.c.)AND VYGWB,ttP.� / r• 2.4 FRAMED WALL DOOR SEE .'• _ !` SO.1 FOR SPECIFY TIONS ADD — FASTENING DETAILS. it \`�\.- ;� (;'// •'. 1 I� _51/3'414'DF GLUaAM POST z I I I SIMPSON STHD14RJ CAST-IN ANCHOR. EES-I.O FOR LOCATIONS,ttP. CLIR4T: GILL PROII.cT TYPE: 1 'ti•'� '. "V POOL HOUSE 1 LOCATION: OSTERVILLE, ' ( / MASSACHUSETTS i BENSONWOOD � 6131.ACKJACK CROSSING WALPOLE NTI 03608 USA PRONE:(603)756-3600 FAX:(603)7563200 EMAIL:info r6enson..wd.com STAMP: .' E _ , DATE: 12MAY14 VC �tJ� N SCALE: N.T.S. y Oar = w'^.5OMC BWC TRAM:CC.ED :3 -; k..; 411 7Ja+ SHIiET TITI.E: I. °90�A4FGtSTc� G�ta�`Q Z SUPER STRUCTURE = ze,,,5 L ; LO1 Fss�or�a���' AXO. 11 SDfEIiTN^lU�'M 1(\ —ER: Z Al 0.0 i BUILDER: 12 12 9� sf ElROOF CIVIL CIVIL ENGINEER: HRAGM FASTENING.SEE 11 1i 12 12^ ROOF FASTENING EMNG SCHEDULE ON S-0.I 6� 8 6 6F-I E �/ Nx AND TAND47FF \ SIMPSON STHDI4RJ CAST4N ANCHOR, ^EXTERIOR POSTS,,TYP. @ \\ 4x45TUFFERS @SIP PANEL VERTICAL �—SEE S-I.O FOR LOCATIONS.TYP. EDGE S,-P. ELECTRICAL: \ 4 E EPS FOAM KING S SHEAR WAIL SEE WALL FASTENING SCHEDULE' \ _ 4.4 STUFFERS@ SIP PANEL VERTICAL OTI IER: EDGES,TYP. 1 ELEVATION ALONG GRID LINE 2 2 ELEVATION ALONG GRID LINE 1 SHEAR WALL FASTENING SCHEDULE: ROOF DIAPHRAGM FASTENING SCHEDULE: 4112"EPS FOAM CORE WALL: 8 1/4"EPS FOAM CORE ROOF: EXTERIOR SHEATHING: 1/2"OSB SHEATHING EXTERIOR SHEATHING: 1/2"OSB SHEATHING o MINIMUM SHEATHING FASTENING: MINIMUM SHEATHING FASTENING: R AT EDGE: 8d NAILS(0.131"DIA.x 2 1/2")@ 2"o.c. AT EDGE: 8d NAILS(0.131"DIA.x 2 1/2")@ 8"o.c. SHOE FASTENING: 5/8"DIA.ANCHOR BOLTS @ 24"o.c. TIMBER FASTENING: 9"PANEL SCREWS(0.255"DIA.)@ 8"o.c. TIMBER FASTENING: 9"PANEL SCREWS(0.255"DIA.)@ 4"o.c. 2x FRAMMED ROOF: 22 2x FRAMMED WALL: 2x10 RAFTERS @ 24"o.c. 2x4 STUDS @ 16"o.c. EXTERIOR SHEATHING: 518"ZIP SHEATHING EXTERIOR SHEATHING: 112"OSB STRUCTURAL SHEATHING MINIMUM SHEATHING FASTENING: o MINIMUM SHEATHING FASTENING: AT EDGE: 8d NAILS(0.113"DIA.x 2 1/4")@ 4"o.c. > . AT EDGE: 8d NAILS(0.113"DIA.x 2 1/4')@ 2"o.c. AT FIELD: 8d NAILS(0.113"DIA.x 2 1/4")@ 8"o.c. AT FIELD: 8d NAILS(0.113"DIA.x 2 1/4")@ 8"o.c. TIMBER FASTENING: SIMPSON H1 CLIP @ EACH RAFTER F J-1 SHOE FASTENING: 5/8"DIA.ANCHOR BOLTS @ 24"o.c. _-- ^— TIMBER FASTENING: 9"PANEL SCREWS(0.255"DIA.)@ 4"o.c. CLIENT: 12 ' GILL 9 6 PROJECT TYPE: ❑ ❑ POOL HOUSE LOCATION: OSTERVILLE, 12 Q MASSACHUSETTS 6� 6 BENSON WOOD 6 BLACKJACK CROSSING WALPOLE,NH 03608 USA PI[ONE:(603)7563600 FAX:(603)756.3200 EMAIL:infoGEbcnso ncuod.com STAMP: SIMPSON STKD14RJ CAST4N ANCHOR, SEE S-1.0 FOR LOCATIONS,TYP. h i — y 0 FRAMED SHEAR WALL,SEE WALL _FASTENING SCHEDULE WOF DATE: 12MAY14 SCALE: N.T.S. BWC TEAM:CC,EB UV SHEET TITLE-' �. _. LATERAL LOADS EL 0 F�/STERc� FSS/ANAL3p 8 519:IiT NUMBIiR: ' `ELEVATION ALONG GRID LINE C - 4 ELEVATION ALONG GRID LINE B 3 `/ A S-0. 1 BUILDER: 18'T CUSTOM STANDOFF,__ENTRY PIERS / CIVIL ENGINEER: T.O.WALL`'♦ ' O 6 I \ � 5.1.2 STNDI4RJI �� I •'+ I ''� T.O.FTG.i♦_ T.LFTG.4♦ T.0 SHELF'♦ I I N I I (-)121 1?`! 1-11021?`! 15 Yd' ♦! I I I I.V.A.C.: 1 ! I I I I I I I SIMPSON STHD14RJ S12 STNDI4RJ I CASTJN STRAP,TYP. d' I • .1� --., I I I I I I ruacTRlcnl.: I I ttPICAL FOOTING I I DIMENSIONS POOL HOl15E_S�6')'B' I d� ! T O FTG. l _ I E^' FOUNDATION SPECIFICATIONS i '! T.O.WALL ♦ l . 4 N 3 •: I p)I W �r BASEMENT I I l t 4 GENERAL SPECIFICATIONS j § m W 3.1.2 '�" I S•1.2 I b .The building footings have been designed using en assumes rrga— a0oweae sod hewin pessure of 2000 psf. OTHER: ex T.O.R.O. ♦ I I•x �- T.O.SLAB (-)981? I -AO Iootinga Dosl Dads,aril dabs ace to be pared on uMisNlbed sad a welcompacted Id,a Pioned m tlemed ledge. I ' AD footings ace to be placed below bast Ime 48'had stepped,as reaubN by local b'tlirg code. FWadoUan walls me to be pNrM,situate,and sized to within 2 114'of relative elevations Shown on plans. I I I CONCRETE SPECIFICATIONS I I 30DO p m used in fati rgs,post Dads,locndation wafts,Dias,and slabs shop develop a mwmum taryressrve strength of I i 3000 Psi in 28 days. I I I less othawise Specified on drawings. I -AB coneae snail be placed and cared in accordance with ACI standards. I I I 1I II II I Opnpel shall at be installed when subject to beexirg tengeatures,unless following ACI Procedures Ia curing undo Such adverse conditions. ,HydradisCanrrat SubatiNteS as defined in ASTM G61E strap be used inthe redFrrix up to the krri6 defined below: - N I ! I I pass F Fly Ash 10%m20% Bllass C est Furnace Slap 20%to 30% I \ I -Vatical contraction saints for lull neigh ways to be bested 15 feet hen an.an n ual an of sides spaced 30 ' I :set cancer raenta(lrcdmpml.JainLs ace to run Iran[acting a cop o1 well,and be Tamed on both sides of the The Mahon wad. ' I 1 The extu W side of the jdnt shNl be caulked with a chemicaly emirg Ihamoseltinp joint SeNont(such vs .poly.'salide,potyurelhane.silicone)Nat wid rattan flexible efte placemonl.Alta the grave has been<aNked. 5 I a 0rotecd cove such es a 12'wide felt ship shad be placed ova the joint below grade. REINFORCING SPECIFICATIONS 0 I I I -Reddarcing bars babas)shad be ASTM A615-GRADE 60.LOU splices shag be a ainierum of 24 bar diemetes I I T.O.WALL ♦ T.O.SHELF I 112'la n4 rel a)Ipg b , ,♦ I l -At ell lourdatial wall canes,horizontal bars we to be made condnuvus aeurld the onrner.Bad has es reauhed,lap splices (.)17? " (-)IS Ya' \, I face e rtinimpnol 24 bar diaeneters. ERS _ ___________ ___ 6'! i FASTENERSt O 8 •.... _ _.. _ �... ... I e - eel fa$IMa$a coalactars in contact with pressure vented(PT)NrMu shag be hat d•PPed geWonrsed or stainless. _ b' S N 51.2 sTH D14RJ1 ISTHDI4RJ S-12 N DETAILS n 1 J I to I %I -Pressure heated sips ace to be a chosed to f4uMation with 518"Dia.x 10'anchor bag.Provide sin gasket 6 I t I 11 e I bI The anchor bats we to be located 36'o.c..6'been the canes If 314'ff anchor lien edged.and exposed 2 112',unless f_ otherwise specified. 1 ,Su"Oh ame'tion,dmlppralin,or wataPm6@p,my wb.slab electrical,plumbing ce radar piping,and an footbgs old flat drone to be cadedinatM by Genera Contract.. O yl Conn.W m provide end install Iouidation von¢pa wp6nable cedes. Ir ZT.O.SHELFt 2 .Pockets b fandarion wale la ads al ranybg beans ace m be sized and located—ding to plans. �n w I \ FOOTING DIMENSIONS (-)12 I? `! I S S12 -Conhacta to suppN end instal a0 caspin place hardware as detailed. _v(ALONG ENTRY DATUM } 'Datum'on mesa drew'uugga Were t4 the top of first Ib.subtle..AR lardation elevations we given relative m this bmalmark. ^ h is Ibe resPoaamtiry al"lourdstion conrmcra ro caeluBy review ed wakvg dmw6g4 and detaBs!a accu acy end cons&+eay.ONy dmwvgs mated'fOR CONa1AUCDDV'shay bsted la Consrmction wok.Benson Wpodwatvg carvWl be hap responaNe la wet aiaiared aronec+N due ro mkmaderstarding or misvr+eryre+aabn B+here are any eues+ipns.her IouMa+bn pbns Aare been rev¢wN, CLIENT: pkese call Benson Woadworkag before re"Ortbrg any wwk. The Benson Woadwating a/ke number 6:I603/7563600. the phone it 751? 11? 12'S' - I17 Y512' answezed Mon-Fn;8arv5Pre eat+em male. CALL I 160'. FOUNDATION SPECIFICATIONS PROJECT TYPE: POOL HOUSE 6 LOCATION: n OSTERVILLE, MASSACHUSETTS OF M S. GENERAL NOTE 1: DATUM(AL IS TOP OF FIRST FLOOR$UBFLOOR.ALL FOUNDATION ELEVATIONS ARE GIVEN RELATIVE TO THIS H IST E O BENCHMARK BENSONWOOD R E N ERAL NOTE 2: 6 BLACKJACK CROSSING LL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST WALPOLE.NH 03608 USA d 4 PHONE:603 7563600 51.2 5-t.2 1 AL N LEVEL,AS PER LOCAL CODE. FAX:(603)756-3200 7dY le-V za V (� t 6 GENERAL NOTE 3: IiMAIL:infoobensamvand.epm DO NOT BACKFILL FOUNDATION UNTIL DECK IS FULLY FRAMED STAMP: TAND SHEATHED. ' I : /S E \� GENERAL NOTE 4: I I7 CIA.PIER,ttP. I I _12'gA.PIER,ttP. �` G\ p VERIFY IN FIELD THE LOCATION OF All TOP OF WALL A I •\\I T.O.PIER _ I \T.O.PIER ,_ SS�ONA�E`� ELEVATION CHANGES.WITH CONSIDERATION GIVEN TO FINAL (-)6Y4' I I()6Y4' GRADING. L2a_z24' _— L2Px1d' —_� �,1-)4 FTG. ') �'.T.O.FTG.L n �'U GENERAL NOTE 5: (-)48 Y4' �! �(�)d8 Y4' \; � (///{t/ 7 BUILDER TO PROVIDE ADEQUATE FOOTINGS AND PIERS FOR STAIRS AT EXTERIOR DECKS AND PORCHES. APPROXIMATE CONCRETE VOLUMES FOR THE NOTE: FOUNDATION ELEMENTS SHOWN IN AXONOMETRIC: THIS DRAWING DOES NOT CONTAIN ALL INFORMATION = DATE: 12MAY14 O O O NECESSARY FOR CONSTRUCTION.REFER TO ALL DETAILS, z SCALE: 114" FOOTERS: 5 CY SPECIFICATIONS,AND NOTES. ! BwC TEAM:CC.1:13 WAILS: 23 CY p - SLABS 3 CY S PIERS: GRID LINES TITLE 05 ` " 11-FONDATION_ • � ? J`f ' NOTE:THAT THIS IS AN APPROMMATE VOLUME a C5 PLAN ONLY,AND THAT BWC TAKES NO RESPONSIBILITY Z ' FOR ANY USE MADE OF THS INFORMATION. l DETAIL NUMBER •_w S-IS REFERENCED DETAIL SHEET O i CAST-IN HARDWARE SCHEDULE: SIMPSON: -FOLNnATI0N DIMENSIONS ROUNDED TO NEAREST I/4' p STHD14RJ 7 8 SI'11:I:T NUMBER: _ -FLOOR AND DECK FRAMING DIMENSIONS TO NEAREST IB' • SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS. \ 1 •O— ICJ I BUILDER: n 12' IT 6 6 6 6 4' 6 3• 6 31(C 21R• Y 3' 317 2112' 312•2112 _ PT SILL PLATE ON SILL SEAL OR GASKET. PT SILL PLATE ON SILL SEAL OR GASKET. _L PT SILL PLATE ON SILL SEAL OR GASKET. (_ N OVERHANGS FND.WALL 118* N OVER HANGS FND.WALL 1/6 N OVER HANGS FND.WALL 1/8' P T.O.WALL T.O.WALL P T.O.WALL - I/6N SEES-1.0 - I SEE 5-IJJ ��.-' SEE 5-1.0 ANCHOR BOLT SEE FOUNDATION ANCHOR BOLT,SEE FOUNDATION _ _ ANCHOR BOLT,SEE FOUNDATION i SPEC.FOR SIZE AND SPACING I SPEC.FOR SIZE AND SPACING SPEC.FOR SIZE AND SPACING CIVIL ENGR4EER: { (2)a7 BARS TOP OF HOOPS EXTEND J BEYONDO MNG 24'AND TIE INTO04 RAGE c BARS.IT IIIIII II III 3 HOOP TIES @ IT o.c. ° O IL p O o` N M N (2)W BARS @ BOTTOM OF HOOPS 00 0 000( �I EXTEND BEYOND OPENING 24'AND TIE 0 O p p0 0 o p T.O.ROUGH OPENNG(R.O.1 INTO a4 BARS.TYP.1000 . 1 p p0 0 p0 ANCHOR BOLT,SEE FOUNDATION T.O.OUTSIDE SHELF T.O.> _ 0 p O 0 0 O 0 SPEC.FOR SIZE AND SPACING SEE S-1.0 P fi SEES-1.0 0 0 T.O.INSIDE SHELF fi P fi - ODE T.O.INSIDE SHELF fi 2 fi O 0 00 0 p0 SEE S-1.0 I I`IIIIII IIIIIIIIIII SANGIOR BOLT,SEE FOUNDATION TIM0000000 _ TIMBER Po75 ttP. fO p 0000 000. j°II�O-d=-O—SPED FOR SIZE AND SPACING —:f�� STEEL STAND-OFF STEEL STANDOFF EXTERIOR TIMBER POST,ttP. O 0 O O ( CLEAN GRAVEL BACKFILL 718-8 NTO CONCRETE W/�SLMIN.D �n1 �0°°•0 0^ 0( CLEAN GRAVEL BACKFILL 1T 3 °° °°^ EMBEDMENT CONCRETE' EPTH I c I! 0 0 Op O O— c� �'I'I 00 0° oa O' WATERPROOF MEMBRANE �.Ia, - WATERPROOF MEMBRANE XS:L�O � EMBED E (HLTI OR 0� `��0° 84 BARS 24'o.c.,VERTICALLY -yL�°0°0°' 64 EARS@2P-,VERTICALLY OII O O O a4 SAR5�24'a.c.,HORIZONTALLY c O-p O O-p O O( a4 EARS�2d o.c.,HORIZONTALLY T T.O.PIER ELECTRICAL: ` 0 000o0p CTHICKOONCRETESLABw/6"O - 3 0p000.0., SEES-1.1 GAUGE W WM 000 O°O o 0 1TP ASPHALT IMPREGNATED L 00000000 GRADE - 10 Op PREMOLPOR FILLER L`+ Op0 O00 O0. p0 p( dPoGID POROUS PIPE �^0 00 O 00 r0 00 FOR RADON MITIGATION g .0 0 O 0 c • c. -6O-i�0 _ 6 OF CLEAN COMPACTED GRAVEL O000000p( o000 QO °0o 0 00 00 _ 00 00 WATERPROOF MEMBRANE �Q O O °�T.O.SLAB ih iOQ O Q,l, ° T.O.SLAB fi O o°O O °O T.O.FTG. OTIB:R: I SEE 5-1.0 SEE PIL _ _ PT2 I2 SEE 5.1.1 6' 12•F' / E Q O O FILTER FABRIC 6 16 - O) B.(�,.Q O O -- - S ES-°1.0 HOPEMNG LR.O.1 ih c c c- BENT VERTICAL i Q Q T.O.FTG. h. I - n -� Q T_FTG. .. 94 D ENTER D IN PIER O SEE S-I.0 '' - I Q SEE -1.0 c IIIIIIII�IIIIIIIIIIIIII 94 BARS HORIZONTALLY �0 p - j OOQO•� Y4''I WAS HEDCRUSHEDSTONE O O C - > )OQ O ff" �So.c.BOTHWAYS op o o(� _ Q (3)a4auscoNRNtxwsuoec o opo p/O�^O b O �!_FOOTING LENGTH p n o p( O O O ° 000000( O O a4 BARS 24'o.c.BEMVERTICAL, O 4..,•".p( ____ : . ALTERNA�NG DIRECTION.E%TEND O p ____ ... c 1 O c e O O p O 0 01 �p I M M V � � 24'ABOVE FOOTING,TYP. 0 f M MIN. O� pO0p0 O p 0„- O I COVE r O O 4'RIGID POROUS PIPE DRAIN TO O„- COVER ) O 00 `I c I i4' �-DAYLIGHT OR DRY WELL,TYP. 21, I O 00 0 00°( SEES-1.0 .� FOUNDATION WALL 2 FOUNDATION ENTRY 3 FOUNDATION ROUGH OPENING 4 EXTERIOR PIER&FOOTING SCALE:1 1(l=1'-0" SCALE:1 12-=1'-0" SCALE:1 12'=1'A' SCALE:1 2 O 3 U d 5 O Y n 12' SIMPSONSTHD14RJ STRAP 12, SIMPSON STHDI4RJ STRAP 17 SIMPSON STHD14RJ STRAP �y 2- 4- EMBEDED INTO FOUNDATION WALL. 6 6 J EMSEDED INTO FOUNDATION WALL. 2• 4• I EMBEDED INTO FOUNDATION WALL. SEE 5.1.0 FOR LOCATIONS BE 5-1.0 FOR LOCATIONS SEE S-1.0 FOR LOCATIONS PT SILL PLATE ON SILL SEAL OR GASKET. PT SILL PLATE ON SILL SEAL OR GASKET. ---I PT SILL PLATE ON SILL SEAL OR GASKET, OVER HANGS FND.WALL 1/8' OVER HANGS FND.WALL 1/6 OVER HANGS FND.WALL/B• CI.IHIJT: P T.O.WALL ih P T.O.WALL P T.O.WALL GILL I� SEE S-1.0 HAP SEE S-1.0 I/B' SEE S-1.0 PROJrCT TYPE; b m s POOL HOUSE IIIIII_II IIIIII II 11111E III II II�IIIIIII IIIIII LOCATION: 00 0 OO 0' O 00 O OO( ANCHOR BOLT,SEE FOUNDATON MASSA I ASSACHUSETTS 1 O ° 0 O _ SPEC.FOR SIZE AND SPACING 3' 7' Opp 000 7' 7 c •p 00p 00p Y 3' 0 0 00 p 00 ANCHOR BOLT,SEE FOUNDATION 00 p 00 0' ANCHOR BOLT,SEE FOUNDATON I 0 0 O 0( SPEC.fORSIZEANDSPACING I I — O O O O 0 SPED FOR SIZE AND SPACING I �y T.O.OUiSIOE SHELF 0p0 opoo( 0p O0p SEES-1.0 �P �ENSONWOOD P 6 0 O 00 O 00 T.O.INSIDE SHELF P 6 00 O 00 oO T.O.INSIDE SHELF PTL 6 RApE T.O.INSIDE SHELF rl.. Op0 OOp0 SEES-1.0 � 0000000 SEES-1.0 II�IIIIJIII III IIIIII SEES-1.0 I 0 O° 6 BLACKJACK CROSSING Op O 000 00 O 000 O O VA I.POLE,Mi 3608 USA Y ;. 00 0 000 0 0 0 0 0 0 0 0 �'•?', - ,O 0 0 0 o p PHONE:(603)756.3600 10 0 0000 p°O ,00 O 0 0p O 0 D p 00 O 000 O FAX:(603)756-3200 °•-�. 0 0 00 O 00 00 °00 O O = O 00 O 00( EMAIL:inforibcn---d.com 0 p 000 0 O a4 BAR 36 LONG MIN,INSTALLED 0 0 0 O 0 p O a4 BAR 36 LONG MIN.INSTALLED 0 O O O N 84R 36 LONG MIN.INSTALLED J O O STAMP: UiE �0p 00 O IN SHAGGED AREA. - O�p0•YyOa INSHADOEDAREA. �, , O �.3_INSHADDED AREA. p 0 C°°" 64 B4R5 @ 2d c.c.,HORIZONTALLY 0`• 0 0°o° W BARS @ 2d ox.,HORIZONTALLY - 0„p O L 0�0 p4 BARS @ 24'o.c.,HORIZONTALLY O O 04 BMS 24•o.c.,VERTICALLY ',�• 0 O 0 W BARS @ Zd o.c.,VERTICALLY a 11?• p 0 00 0 - PF p p - 4BAR5 i4'oc,VERTICALLY 0 0 0 0' o op o op o opo opoo, 'oopoopu 00 00 10p 01,p00p0 `p00ppp0Op �O0p00pp0( 0 0 00 °00• 00 O 00 0 01 C 00 O 00 O 00 O O p 0 0( O O p 0 0 0 p 0 0 O O F 1000000000( - 00p 0°p00°. „ Jp°0�0°0�0 G s 0 p op O 00 Op p 00 p O( 0 GO 0 Op 0 {� O 0 0 O 0 0'J( - 0 00 0 O 0 0( - - j 0 O p 0 0 0( )0000pp 000[ �o0p 000p�0 �0pp000000 ,M - ° O 00 O UO ( " p0 O 00 O 00 - - O 0 N, E opo°po op oopoopu( - °oo°oo°o f DATE: I2hwv14 fop u°opo°Op - - ,°Upp°00 U°( _ c _ i p0p p00 NE _ SCALG: AS NOTED ' °o e�°pp c op o op n cp o 00 o opo o O C cn r 13WCTEAM:CC,EB SIIEIiT TI�TLT7E�: ,5 -�I 00 Op0 Op _ - pOpp JpOo jOOp00 V y Z FOUNDATION ION r °°0 00"000 '0°°^p°0"°° °po^°po^( No.50936 A90 9FG/STER k�Q DETAILS CAST-IN STRAP(a)WALL CAST-IN STRAP(a)TIMBER POST n CAST-IN STRAP ALONG GRID LINE B ��C d��� Z ( J SCALE:1 i?'=1'-0" 6 SCALE:1 12"=1'-0" V 7 /SCALE:1 12'•=r-6• L p Y' 8 SHEET NUh11iR: z S 1 .2 BUILDER: ( CIVIL ENGINEER: 16.11' I 11 I I HATCMEDAREA INDICATES POST ABOVE 1 1 1 OUTUNE OF PLUMBING _FIXTURES ABOVE,TYP. ILV.A.C.: START EEMNG �. LAY HEM _ I IN SHEET OF SHEATHNG TO BE CUT PTO THE DIMENSION LISTED BELOW. I _ 7-9 10 ELECTRICAL: I I ! i � I 11 7/B'M60(ly NORDIC)g16'o.c.,OR EONV_ALENT USE 1 1/8'TIMBERSTRAND RIM BOARD VATH 3WADJANTECH SUBFLOOR I ��FLOOR PERIMETER. jI CENTER LINE BLOCKING USE JOIST OTIBiR: MATERIAL,TYR j BLOCKING PERPENDICULAR TO JOISTS @t6'a.c.,USE JOIST MATERIAL �(7YPICAL LAST JOIST BAYS) 1� 13 I I j I I I I � j OF� o PHE 9 n 5.2., A NE I I I c caF5 .50936 e I I I 9p��9F6/STER���`��` S/ONAL E sLl CLIENT Yfly(r GILL PROJECT TYPE: POOL HOUSE II I FLOOR FRAMING NOTES: i GRADING AND CODE bee Id,ILLS LOCATION: ea,ft—G,,.p 1 ambw 1«deck tonal mlb awl be:tamped 1 I the p, lld6 of a eMe-opWwed greding a—dw OSTERV ILLE, e Group 11 apeaea,in accordance with the American F«tal and Peps Aeaoaption'a Notional Oeaipn$peaficedona 1NDson. MASSACHUSETTS AO mnrwloclurM enginewed wood Predune le.&.LVL':oM MICROIAM'al aha0 brave heft eutteaslully evaluated urtlw NM 119. -Ad wiiinMed wood preduela will be kept dry during u—p«tetien pM at«ago. -A0 ja.t banger:pM bwd aba0 be ced—pproved,eM in—H.etc«ding to manulaturw'e epeabcationa. I -AO Wy Idd ehp0 m e1 the palamanee v,M,,d,W DOC M-1 W he American PlywoM Aaaoaatian,PRP-108. I (gRDMS.SILLS AND HEADERS IBENSONWOOD Girtlwa eM e«ryulg timewa awl be NORDIC-LAM lamb«,be OF GLU LAM-ell pen floor horning plena eM buat.,p 6 BLACKJACK CROSSING ea regraed,acc«ding to manul,cm«'a apcafludon.. WALPOLE,N1103608 USA JOISTS PHONE:(603)756.360D -J`el.11 be I{eat lype bommg-bell indiealed lace plena 1«apld iedtimll aM vad&.laminated 24-1.9E., PAX:(eU3)7$63200 amid 11 3/6"1 NORDICLAM,a epuivNenl. EMAIL-:in(onc�napnw'uod.cmn Rim jaat anal be 1-I18'limbowd or eq.W11enl. STAMP: "Soddle"typo gblwri—jowl hangwa ana11 be immOM wbele iaata butt.nothw memew withaul aupp«11r«n bap,.«wnwe ipi...art—I,inside 1p ti-waft. ISUBFLMR -Sub—ing eha be 118"torrgue-d groov AdeJ i Hal will,h lon&di —i-p.pwNrculnr ohe A _—_.—.-+----_—_--__—_--._-----.—_.—_�—_--_---_—__—__—_.—.--._—_. -drag iaata.tM wim KAM l«eaayae,N emalrp lm ednee".. Subllo«nailing eebedNe:10f canvnan a M rin0-ahanl ndill.6"o.e.el edge.—10'o.e.e: II I intwmedi«t:upp«1.. GENERAL NOTES AO...l.etta eonneedona ro be data al in atetl ebop drawings aM will be epp—al by the Engineer of Reed prra 1.la 4i ibn. -All ebop drawin&e are eubject to review by the Erpinter of Rttortl pri«tp Inbricntim. -Deck Iramin&10 De aeunre,level,and eized ro wilM1in+/-1/8"of dimmaiona abown un waking drowinga. DO NOT SCALE any drawing.. O �= DATE: 12MAYI4 9 DATUM 2 .� :D«pm an mesp drowinga minv to me lop of Iba uo«.abno«.ml eecL Weyndona:re giym mladye w tae i SCALE: I/d'*1:13 berrcmm�rk. — BIVC TEAM:CC.IIJ `l SI MET TITLE: h u d.rtspons00irV of mp!laming Ip....to carpfulN rpviow e&_w 'd k',and dalei.for O. eccuraty aM j cp�ioney. dydrawVafterkM-FOR COA'S7NUCIION',belI. sodlo•ronsr.rceionwork.8pnspnWaad div FIRST FLOOR ee npa.psppnsbro for work;n;narM irrcor aedv doe ro nuauMorsreMirp or muimprpmmripn.n rnpp err.any �.,r erne a,r.r fmm man,naaa Daan,a;aw�d'plaaaa tall �pn l madnarki Dale a nniarng any wp,k. rna 9n�pn ° .FRAMING PLAN IWMworkirg p//icv numDw ia:16071 r56]600. IM pMno u enslwrod MonFii,9am5pm,epsrorn limo. Z O ' 3 FRAMING SPECIFICATIONS 'gyp, _ 8 81'IEET NUMBER: S-2.0 V' BUILDER: r; l; s7 CIVIL.ENGINEER: a 1?EPS FOAM CORE WALL,SEES-0.I 4 I?EPS FOAM CORE WALL,SEE S-0.1 4 I?EPS FOAM CORE WALL,SEE S-0.1 FOR BUILDUP AND FASTENING 2x4 FRAMMED SHEAR WALL,SEE S-0.1 FO FOR BUILD UP AND FASTENING FOR BUILD UP AND FASTENING SCHEDULE. BUILD LID AND FASTENING SCHEDULE. SCHEDULE. SCHEDULE. �� 3 STRAPPING @ 16'o.c.AND I?GWB \ h STRAPPING @ 16"o.c.AND 1?GWB Zx STRAPPING @ 16'o.c.AND I!C GWB x 2x S7RAPRNG @ iS 0,C,AND Irr GWB INTERIOR FINISH,TYP. _ INTERIOR FINISH,TYP. INTERIOR FlMSH,TYP. INTERIOR FINISH,TYP. SHOE FASTENING TO PT RATE:3-SOS SHOE FASTENING TO PT PLATE:7 SDS SHOE FASTENING TO PT PLATE:3'SOS SHOE FASTENING TO PT RATE:S SDS SCREWS @ 36'o.c.,TYP. SCREWS @ 36 o.c.,TYP. SCREWS @ 36'o.c.,TYP. SCREWS @ 35'o.c.,TYP. - PT SILL PLATE ON SILL SEAL ORGASKET. Pi SILL PLATE ON SILL SEAL OR GASKET. PT SILL PLATE ON SILL SEAL OR GASKET. PT SILL PLATE ON SILL SEAL OR GASKET. H.V.A.C.: OVER HANGS FWD.WALL LIB' 2��d OVER FWD.WALL 1/8' OVER HANGS FWD.WALL LIB• OVER HANGS FWD.WALL 1/8' P /—6L T.O.WALL FY2?�8, T.O.WALL A, P �6 T.O.WALL P_ fi T O WALL ih 6,r SEE S.10 SEES-1.0 mr° �. SEES-L0 y, ° SEE S-1.0 2— 5 FOUNDATION WALL BEYONDI L4•ADVANTECH SUBFLOOR 3'4•ADVANTECH SUBROOR 3'4ADVANTECH SUBROOR RADE PERPENDICULAR BLOCKING 24'o.c. BADE PERPENDICULARBLOG(INGfl23'4•ADVANTECH SUBROOR 1 118•RIM BOARD III IIIUSE JOIST MATERIAL(SHADE USEJOISTMATERW.(SHADED� I 118•RIM BOARD _ 31Y1'(MIN.)OF XPS RIGID INSULATION cc*^TM F}If1}H k){ 1Lfx117/8•NORDIGIAM RIM BOARD �� I11T RIM BOARD 1i1,17 TRICAL: 3 IQ-(MIN)OF XPS RIGID INSULATION (4)10D NAIL @ EACH JOIST,TYP. I I —) ° 311C(MIN)OF XPS RIGID INSUATION O x''�- ° 312•(MIN.)OF XPS RIGID INSULATION O 00 0 00 C 0° O O° O C O 00 0 00 O n p C (4)IOD NAIL @EACH JOIST,TYP. DOUGLAS FIR OR SYP KD RATE (4)1DD NAIL@ EACH JOIST,TYP. n00 op (4)IOD NAIL @EACH JOIST,TYP. j^Onp 0O DOUGLAS FIR OR SYP KD PLATE T.O.OUTSIDE SHELF Y O p OCppUGLAS FlftORBYPKDRATE ° 3 ° OHO DOWIAS FlROR SYPKD PLATE 2 6 0 00 0 00 0 �fi - - SEES-1.0 6 ° 00 0 O°o O 2 o 00 000 0 BADE 3 0 0 0 O 3 0 0 00 0 T.O.INSIDE SHELF P 6 3°0 0 0°O TO.INSIDE SHELF � P �fi e � T.O.INSIDE SHELF fi P 6 O O T.O.TOINSIDE SHELF fi 3p°Opop CO. SEES-1.0 ° III If I II III SEES-1.0 c O*OO( SEES-1.0 )000O p°00• SEES-1.0 0 0 0 0 O CO 0 0 0 0 ° ° 0 00 0 00 O 3 0 0 p 0 0 0, )0 0 0 0 O 0 >000 000 3 0 000 00. O O CO. a ;Op°OOp°O )°OO p°OO p° 10.000 0 000 O°( O p 00 p O O° O 00 00 O 00 O O' 0 O°0 O° 0 OTIBE -3 0 00 0 0 p- )0 0 Opp 0 ° 3 0 0 0 00 0' L ° 3 0 0 0 0 0 0, 3p000p°pop ;OOpO000p• )0p0 p000p°. )p000 pOoOp O O° O O° O' O O° O O° O°O 00 O OC 0 0°O O°O' '�O O p O O p( - )p O O p 0 0( .J O p 0 0 0 O( 3 0 0" 0 00 C 3p°00 p°OOp ° 30p°OOp°OC ° ,0000°00p°( _ _ )0000 0000 O O 00 O 00 O C O 00 O O° ( 00 O 00 0 00 O 00 O 0° O C 3 0 0 p O O p 0 )O O O p O O p 3 0000000 3 0 000 poop O 3000p OOOp O. 3p OOOp OOpp > 00 DoDo 0000pp 0' 0 o°o o° o o ' o o°o o° o o°o o° o o° o o°0 0°o 0 3 0 0 p O O p 0 ° )O O O p O O p ° 3 0 p O O p 0 0 ° ° 3 0 00 O O p 0 3p°oop°pop( Sop°uop°oo, ,°oop°o°p°o )0°o°0°pOo( 8FLOOR FRAMING FND.WALL W/JOISTS PERPENDICULAR 1 2 FLOOR FRAMING ALONG GRID LINE B 1 3 FLOOR FRAMING(a�FWD.WALL W/JOISTS PARELLEL 1 4 FLOOR FRAMING FND.WALL WI JOISTS PARELLEL SCALE:1 I?=1'-0• SCALE:1 1?=1'-0' SCALE:1 1?=1'-0' SCALE: Z C 1 z o I x v� o CLIII GILL PROJECT TYPE: POOL HOUSE LOCATION: OSTERVILLE, MASSACHUSETTS BENSONWOOD 6 BLACKJACK CROSSING WA LPOLE.Nil 03608 USA PI[ONE(603)156-3600 FAX:(603)756.3200 ENTAIL:in(onbcn— wd.com STAMP: ss ER DATE: 12MAY14 E BBC IEAM:CC.E13 NO.50936 N z NI11-1FIRST FLOOR FRAMING A9p�9F6/ST �� Y DIAGONALS FSS/0 AL EN pp ' p SIIIiI:T NUMBER: ZMAY `( z S-2. 1. z BUILDER: j CIVIL ENGINEER: 1 I I ILV.A.C.: 6 ,e '1 o 1P. ELECTRICAL: 51/8^x5314' .I 51/8N5314" ! • 5 1/8'k11 3/4' 12 IR, 12 OTIIER: 8� I E �8 5118 11 3l4" j 51/8N531a' 51/8'k53/4' j I - I @ PANEL JOINT TO CARRY —RIDGE LOAD 1e a 81/4'EPS ROOF PANELS Orr OSB Z BOTH SIDES AND 7 114'EPS FOAM SCORE)WITH 3'4'BOAD FINSIL TYP. z • u SIMPSON MST80 @ CORNER,TYP. t _.._ 1/8'k 11314_.____._ — - -- —-—-—-— In5reklruc SCREWS @ o —CONVECTORS a n CLIENT: GILL ROOF DIAPHRAGM FASTENING,SEE —-—-—- _ _-—-—-—- ROOF FASTENING SCHEDULE ON S-0.1 PROJECT TYPE: - - ---- _10.10PENDANT - I POOL HOUSE 12 12 2.10 RAFTERS(�2a'o.c. 8 I e I MATH S'8'ZIP ABOVE ENTRY LOCATION: y OSTERVILLE, '—-—-—'—- -—-—'—'—' MASSACHUSETTS I - IBENSONWOOD —.—_ _ i WALPOLF..M 10360E USA PI[ONE:(603)7563600 j I I I I I I I FAX:(603)7563200 fMAIU info.vbencanuxwd.cam 518'OA.x 14"THOUGH BOLT AND T—WASHER @ PLATE CONNECTION,TYP. F SS DATE: 12MAYI4 OG E: I/4'=I'-0"O O H (n 0 BtVC TEAM:CC.EllE 0 RA, y Z SI IIiEI'TITLE: v FV�. ROOK' 50938 FRAMING PLAN A9p�,9FGIS7 FSS�ONAL�Nv g BIBM7 NUb11TElt p 1 z �, S-3 .0 z I $ A \ i�!, Salt Marsh / / \\ \ �1 / b \\ /Edge of Soltmorsh o cc — Q Top of Coastal Bank _/ (Town Definition, Wo F30a lt Y a A If ` \ I / Fnd /\\ 50' (2 in Street) 01- g v 1 la o a' « Qa, A° FEMA Flood Zone Line \ ?� � • •�'— . - �12` Lawn O As Shown On FIRM # / / // \ pavement Edge —y Lawn R_720.00 _�' 0 July ,0 250001 0018 D LOCATION MAP. rev. J y 1992 8-�/ I x -cB7DFr - k L 9 o ale: 1" = 2000'f \ i Fnd / ' —� \ — ° .. o J ' ,.- '• .�._...�...�.._.. tee.... I / Q\ \ G ASSESSORS REF: o Mop 97, Parcel 008 FLOOD ZONE. CV / \ \ \ '\ \ \ --'{"�J ZONE Zone A 11 e1.11 & C ' / // / /_�. �� / �� \ 1 \ \ \ \ o RF Community Panel No. / / Lawn l ` „ 7 —/// '�/` \ \ \ / #250001 0018 D \ / ! \ \ \ \ —\ \ \ / \ Area (min.) 87120 SF (RPOD) _,_r / �� ° (87,120 RPOD) July 2, 1992 o / ,: / / / / / / / ! Lawn Frontage (min) 150 q / — / / / / / / / o Width (min) Ln Setbacks: / Septic System \Ap'prbx (BOHcard) \ \ \ \ 'e — Fron t 30' ZZ Side 15' \ Rear 15 ° OVERLAY DISTRICT. \\ — \\ \ AP — Aquifer Protection District GP — Groundwater Protection District \� i / / / / ✓fi`"� / r--�:--. .tom \ � \ \ \ _ � . \� \ \-_ \ � , / 100 Ix o °O°� Slob=2�. I ° #235 oy X \ /_= / i / 2 Sty W/f °� x ) X \ ° N ( Dwelling , \ \ \ \ LA / / I I ` Plantings \ \ \ } =fifi i f" \ LEGEND. Stone Parking Area XZ Door Sfu=32:4' .5 Plantings pe t /l / \ CB/DH — Concrete Bound w/driN hole g 9 Lawn / f:1/ / \ \ Writer Gate (round) II Hydrant 6x / / I / L\ ,9 x `� / / / , / / / / / \ Light Post 3 \ L WV. etland Flag ° O Vent Pipe 0 - Deciduous Tree Lawn IC \ \ , �/` \ + Coniferous Tree ` ., pO l , �� /r / // / °� / B.- Holly Tree CBIDH \ w I l f'\ — / Fnd Elevation Contour \ f f Lawn \ \ \ \ \ \\\ �� — _'. ,� / / / / / `/ S Underground Utility Line Lawn I Septic System / + Approx (BOHcord) of Y,,��cy RICHARD R. r UHEUREUX \ \ \ NO. 34310 a� \0 \\ h, i / / // 110 Notes/Revision: PREPARED FOR: PREPARED BY. Title: 1.) The property line information shown was compiled from available record information. M. . Marilyn Buckley Realty Trust eSur� v Existing Conditions Ca 2.) The topographic information was obtained 23 West BoyRd Suite G Plan of Land in l l from an on the ground survey performed on Osterville MA 02655 l cu / it ' or between 281JAN103 and 210/JUL/13. (508) 42 Oster 4 / 420-30 655 t �--- / B a* ms{,ab' .r (OsterviHe) MaSS. + 3.) The datum used is NGVD '29, a fixed mean � l h +l sea level datum. 4.) The location of the septic system shown was 20 0 10 20 40 80 Field: WHK/JVBJ Review: RRL 1 20 BOH. Comp.: WHK/RRL Job #. 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TOP o� co StAL �`'. ° o _ - " " 0 sagamore, MA 1 ' • °-- - : I °----_° I _ _ _ x = `' i" �i08-833-8800 °�" , _. _ \ i'nfo@hawkdesigninc.com . ,:::,. 1._ •-. X� --i X ` \ 1/ , • I .' I4AWK DESIGN,INC.2013 )C N AN ON CONIAINLD 11 N II'S DHAWI G D ALL INI OHMAI I // \ , SFHOPHIL MAII ONOOP IAWK • ESIGN INC AND MAYNOI E3L COP H 1 I 5SL/ SET SACK ---L- � \ Al'A MOLII OD,WIIIIOUI WHIIIIOILNPLHMISSIO O _. ....I. I 1 f I - .....��� �....... Jr II AK DLSIG I M OASTAL. IOO.::SEt SACK l.. r.. . .. '.' PROP RtY IN �. \ 1 I L E . 1ROM c0145tA ;:,� L . :: t5A \ ;: ,..... BANK , SE GC �. I 1. __________SANK I �_.---�- --_ . . --- 3 -- - - p . , �..�.- ----� . \ 1 .. .. . 20 : , . \ __-4 0 -01 SETBACK . - POOL PENCE - '',- ( ' HC�tJ ---�- r •\ \,\ ..,, � , : I 22 \ -'� �.� .,! .,. `i 23 C3ATE �. .� / Date: 2� 1 114/1 .. \ :' r'' '� 1 3 1 I / C�At 0 2 .5 ., . . I u ° . /_ 25.5 • 1 I 25` .\ teuisions: I PLANT 5ED \ / /. , ,. �, . + x • ., , I _, •\ .Blum: Dale Descri li n I , ) `ti.. ' r OAK TO 5E -- o I REMOVED \ 4 \ / - ( ,- ., S / _ / / I . 4' R tAINI 1 / :, / ........... . A . . IUA�. \ NCB • / \ = \ \ . CAE 21 � � 1 /. \ ,\ \ \ • / , '-� 2� ., i \ . , , � : : OL c ` .1 0 , '; .._�- -w _ :'l P it , / \ �' 'r 75 0 ) I . '18 /, .. POOL APRON \�__ , . 1,. / + , I ► I . : / '\ ' ►1 t `,; \ \ 'I 1 f�. \ . .,: I 25 5 ` \ : , 2 .0 2'18 k o ,, t: ' { , , , , ' .. . : . I 9 , k • /. I : :;.. _ - . � . L \ I <:... . . O, , /., / . EXISTING RESIDENCE O \ �': P ANt D 7 1= L E -- I �: \ 1 a I \ • r C ; :I : FFE: 82.8' I< i/ , I I . _ 2�.3 G : l . I : . 5 • : ; c � _ . . -r:. O AtE a <_ I // , „ , SPA �'I 2 5 21.5. �� I I I + ? I ,6�HADE i C7 1" 23 i ` I 29 StRUGtURE . l ,,,.>"j CRATE Lam_ . I - --- • / ....._ :: '•� ,. ( 25. i _ v i 1 I L ENCE a� ❑ - . 1 -� 28 26 _ (4' HC;t:) / y • I ,,1 .. .. 1 I . " , I ..: I .. ' _.:.:r ` o o ee c-........w.. . : 1 \ FLOC ED • - O w..... .._. .. �_ i �. i . �. SHOUTER SEPtIc SYStEM f POOL EQUIPMENT -wftH MASONRY : �i ` . . , . UJA i - t , 1 L - " r U= •_ . i .......:.: i ■� r. \ I \ +� / p :, \ ' - .. _.1 .. -.,.1. ._.-.-. � _ i �. - - _ • o i ,� ..,�.�f.�..:..�.-::�2�.�:1I-1.:.�/1 1�,, =1,'%x- .0..�-"",.1.-..-.1.,M ..1.�..-......�:.,,6.1,1�..r,1 ..I�,.,.:r-�\ ...*-...--..1 1-.I�"� :i-1-,,..7. I\..v- .-,-�..�."�m..-�:.".�.1-1.�.,.11".-. ;, \ DC "•- • " .... :....!I..�.11...�"-1 2'..1,:..,..-.I..'.�.,...��-.-_� ■� =14 : - /' ,0„ W - ..+ ,� c , \ .. .---- ---- �r C� - .. - : . a �- l `_-.. \ - \ -\ -� ,\ \\ * // r� ,: . . -�__ - , , . • \, i/ s , • \':. +.\ . / _.. ��iIi!:I!�!���Ii!i!�I.!I�I:I:��i��� ..... + I- ,� �- / Drawn By: PK Checked By: DH -, i ,-1 • - �. Landsca e - / ■'•� • 1-•- i Permlt Plan \_ -� Scale: l" 20'-0" � / \ ■ -- - slheet. \ \ -]]/lam (( ''yy (� f �1'y,d ��J Cf f� Id�- i�.,ut6Y L.rL•L I I E G NE RAL SPECIFICATIONS I SIZE: :..DEPTH. REFERENCE NUMBER. TILE, T COPING: ' DECK:TYPE: EXISTING I L PATIO. FINISH: :+'IS TYPE: PUMP.TYPE. SIZE: FILTER:TYPE. 75 SIZE: HEATER:TYPE: 'SIZE. SKIMMERS: b toe ledge e , RE D:LI HT.TYPE. at 4beIow Ovater level POOL CONTROL: CLEANING SYSTEM. i SANITIZATION'SYSTEM: OTHER. SPA SPECIFICATIONS SIZE: ELEVATION. T HERAPY JETS. THERAPY PUMP. CONTROLS. LIGHT:�, 12 WALLS 8 FLOOR GHT, 46-10 #5 a 12 O.G horz. I 2 b FOOTING DOUBLE STEEL`WALL I ` SPILLWAY. OTHER: i I 3 #' 4,0 12 O.C. E.N. THR OUCH OUT ENTIRE � 4 DEEP END AND SLOPE i PO OL WALLS NOTE DOUBLE STEEL WALL BEYOND TRANSITION'PT. STAY #4 D 12 5 8 WL � O.G.'TYP. ON STEP SIDE OF POOL (3) 4 GONT # : TYP. 3 @ 12 O.G. E.W. BELOW TOP OF BOND BM. DOWN i die THE COVE THROUGH OUT ENTIRE GO 4 LAP.. I -8 MIN. ; SHALLOW END INTO FLOOR AREA. I POOL-'WALLS d . .... _Ww s.. p F, N : 3 - I ' •«� ��- iln 4{ at o stone FOOTING ALONG ONE 51DE OF POOL fOt�tAt "ITTr, iv 'FLO R TRANITI�ON t'Ts PLACE I"rPr x FROM TOP OF SLRB ..; :� r-=< 46-10 - , i Z , HYDROSTATIC RELIEF 1(ALVE # 4 ®-6 O.C. 'E.W. -� .. J ,,, INSTAL PER MAN F ,.,,L U AGTURER S THROUGH OUT ENTIRE � . _.- i 5PE IFI P G GATI ONS POOL FLOOR` AND DEEP END WALL5 _. r ; I2® I 4 VAL. �O.G. TYP. ` .A R � A 3 #4• GD T. TYP. � O N ft ` 3 ® 12 O.G. E.W. 1; ENTI THROUGH OUT � Pool Notes d ID 1tl !3 eP ) / P F 5 A WALLS ti 0 L'Assume maximum`safe soil bearingpressure- 2,000INA ' ( s 2. All po ols s are to be'pl aced on natural undisturbed ; f � p p material ate Ia l or compacted granular fill. Subsoil r HYDROSTATIC RELIEI=..VALVE p g s0 bearing 9 ,� strata shall free R be ee from all vegetation, loam.and INSTALL PER MANUI°AGTURE 5 4 ® 12 O.G. E.W. _ NO TES OTES SPECIFICATIONS S organic material. ' 'THROUGH OUT ENTIRE g ;. POOL FLOOR 3. Do not lace I. All construction. Is to conform to the Massachusetts backfill against pool walls until. all walls I p 9 ::have obtained 7'da 'cure'strength. "state buildin code and all`a applicable product and design -.. 9 pp p 9 y 4. All ool floor h I - standards. Absence of s ecific'Ttems fro these s s a I be laced on a I 6 layer of m_ , p p y I , r p crushed stone compacted r in s does not infer that the 'contractor Is relieve cted to "955Y, standard proctor d aw g ! d p _p NAME. , density at the i e optimum mum moisture' from the statutorycode requirements. content.' q. y p 2. All materials'and methods of construction''shall 5hotcrete ADDRESS.:.. 1. 5hotcr i -ete 'mixture, form work dellvey , placement n conform to the approved 'rules and standards for meta d pp y p -reinforcement sha i t'conform` 1 materials tests and requirements of"acceptedto all requirements of AG) 506.2 a 5 ( latest edition unless otherwise noted. CITY. OSTERVILLE MA ZIP. engineering ractice as listed in Appendix A of the ), 9 9 p pp 2. Concrete ' c ete'materials shall`be . ATM Massachusetts State Building Code. 5 G Type I Portland 9 yp , cement. San n RES.PHONE: BU S.PHONE. Sand ravel aggregates shall be normal 9 . ih we t and con form orm to ASTM G3 Standards.' rests . 9 -�`99 n meeting of eet n ASTM G33 standards may b r g y e used provided prconstruction e -tests demonstrates the shotcrete can meet specified requirements.'Ali concrete shall be Scale atr-entrains CUSTOMER SIGNATURE: d. Concrete compressive strength, Oil in 28 G URE.: DATE p 9 days, All concrete y , work. 5poo psi p _ VIOLA OL AS SOCIATES z 410 ROSARY.LANE'UNIT A HYANNIS`MA 2 0 601 508 77 I 1 3457 VIOLAASSOCIATES.COM DRN.B L Y DATE. REV.NO.. DATE, CA - a 311 "=1