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HomeMy WebLinkAbout0252 SEA VIEW AVENUE J �, B a �� �.� •,..n_►:_t*...D.+F.+..rys. .r.�-..n...r.��. ;T�!_..,:.-:.+N'T �.^-•1"��:_;�.,�.'rs_.\.�........_r.ten :!�'!►/'�1.+..._ _ry9r...��.-.r• r^.'�'. '�... Ij File Edit Tools Help Type Requested Scheduled Time Inspector Performed Results B! Schedule Contractor Field Sheet App Profile . ELEC PATIO ? 0 / 9/ 014 1A PASS 811375 I EaN'DRESN ELECTRIC CO. EPOOL INSP ` . TA I d_AM A f�.. 06/30J2014 � PASS POOL FINAL _� Y ' ice � t x .� z , - _ V ew.Schedule , A� ASSESSORS REF. Washinigton., public way) Map 138, Parcel 10 /40 Wide pavement Ed AE(EL13) l FEMA Zone AE(EL13) hance OVERLAY DISTRICT: � FEMAjone N 81.30 40' ---F X 75 p0'(held) AP — Aquifer Protection District �N ZONE: I > >1< \ RF-1 (RPOD) Ln Area (min.) 87,120 SF (n I ° 1 Frontage (min) 20' I Width (min) 125' Setbacks: I Brick ° rt Fron t 30' Side 15' Rear 15' I I � FLOOD ZONE: x F I ` Based on Map # ° 1 25001CO757J 15 July 16, 2014 I New Spa I & Fountain I I o LnI I 4� CD g co IV I O � � 0 Garden I LA M Area (A 2 I ; LAz I certify that the fountain o ° °J o�'' and spa shown hereon a� conform to the setback cz requirements of the Zoninq.. o Bylaws of the town of 4 o Barnstable. co N 9 #252 0 17,706±SF RICHARD R. '• L'HEUREUX 0 No. -.1 �o w — I � T�A9vQJ 75.00' \ S 80.21'20.. W Ave Vi^�A/ (public Way) (40' Wide) j PLOT PLAN Sea At 252 Sea View Avenue BARNSTABLE (Osterville) NOTES: MASS, DATE: 241JUU15 SCALE:1"=30' 1.) The structures shown were located on the ground 0 15 30 45 60 FEET by conventional survey methods on (or between) 14/APR/06 and 23/JUL/15. PREPARED FOR: 2.) The property line information shown hereon was F Borden Walker Q P R T compiled from available record information. F Borden Walker Trs. i 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C462_791 cpp4 FIELD BY: WHK/KAR (508) 420-3994 / 420-3995fox ton Ave ASSESSORS REF.: Washing Public Way) Map.138, Parcel 10 (40' Wide 81-,301 011 E OVERLAY DISTRICT: '(5.p0 held) 10.3' \ AP — Aquifer Protection District D U11 ZONE: Paved z uv Drive coo RF-1 (RPOD) Area (min.) 87,120 SF Frontage (min) 20' Width min) 125' Setbacks: Fran t 30' Side 15' New Concrete Rear 15' Foundation FLOOD ZONE: / Zone B & C Community Panel No. #250001 0016 D / July 2, 1992 O N C Cn O m m p cn W W WLn c) o m O N �4k D Z O O oao� C.n o Cb t,`tN Oi 111t #252 m RICHARD R. M 17,706±SF l'HEUREUX \ � NO. 34312 e .. W 0 75.00. \ 21 2 S 80.4 i (Public Way) Ave Wide) V ew PLOT PLAN ea--- __ At 252 Sea View Avenue _ BARNSTABLE j (Osterville) NOTES: MASS. DATE: 201JUN114 SCALE:1 -30' 1.) The structures shown were located on the ground 0 15 30 45 60 FEET by conventional survey methods on (or between) 14/APR/06 and 19/JUN/14. PREPARED FOR: R T 2.) The property line information shown hereon was F Borden Walker F Borden Walker Q P . compiled from available record information. 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for.construction layout or deed description purposes. 23 West Bay Rd, Suite G DWG #. C462_7gl, cpp3 FIELD BY. WHK/KAR Osterville MA 02655 (508) 420-3994 / 420-3995fax 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION w�tJ Map Parcel pp OHO A lication(?? 4� g Health Division Date Issued A ' 3 U`� Conservation Division Application Fee � Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 252 1/iCw �UC Village �5T !/LG 47 Owner Ifele0F.N AkK�� Address ��� fE�tirf D i��d�vv� Telephone �w�rxl /f�/1 /ryB r�iL ✓ zv—`✓� rii°IE� SOB- 9ZZ- py;/._ in Permit Request -7,415 JGrA4irrV cO _ Square feet:. 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuations��D4 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air:1 ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: Zksting i3nevcJsize_ C 1 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 # 10 Z, Current Use Proposed Use N APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��flZf�— Cfi�- Telephone Number 6Diq Address //0 �.� Loy License# 025 76 33 2—. - - - Home Improvement Contractor# T Worker's Compensation # W }D2/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN fQ` 0 LMffsc SIGNATURE DATE c FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED , • F MAP/PARCEL NO. a " ADDRESS VILLAGE I. OWNER f 3 DATE OF INSPECTION: . 4 FFOUNDATION,t• FRAME r INSULATION FIREPLACE ' r ELECTRICAL: ROUGH FINAL z r " PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL y{ FINAL BUILDING y` DATE CLOSED OUT { ASSOCIATION PLAN NO: r 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.com Address:110 Rosary Lane, Unit A City/State/Zip: Hyannis, Ma. 02601 Phone#: 508-771-345 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 30 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: 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 I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no 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 hue 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: Job Site Address: 253 Seaview Ave 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 certify u4ier the pains and penalties ofperjuty that the information provided above is true and correct. Si nature: — -no- - - - --C Date:— Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: f ACC?J?I CERTIFICATE OF LIABILITY INSURANCEF4/16/DATE Y /DD20 14 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 NAMEACT Northborough Construct West Eastern Insurance Group LLC PHONE (508)393-7744 AX No: 155B Otis Street ADDRESS: INSURE S AFFORDING COVERAGE NAIC q 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. rA ADDLISUBRI TYPE OF INSURANCE POLICY NUMBER MM/DDY� MM/IWY IXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 XP DAMAGE T0_RrRTED_ MMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 300,000 CLAIMS-MADE �X OCCUR PA0217962-16 /29/2013 /29/2014 MEDEXP(Any one person) $ 15,'000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,0001000 X I POLICY PRO- LOC I $ AUTOMOBILE LIABILITY Ea a�dentSINGLE LIMIT $ 1 000 000 ANY AUTO BODILY INJURY(Per person) $ A ALLOWNED X SCHEDULED 0217963-16 /29/2013 /29/2014 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ UA5047783-11 /29/2013 /29/2014 $ A WORKERS COMPENSATION X WC STATU- D7H AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARiNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? NIA CA0218000-16 4/29/2013 /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/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 ACCORDANCE WITH THE POLICY PROVISIONS. Walker Residence 253 Seaview Avenue 03terVllle, MA 02655 AUTHORIZED REPRESENTATIVE Rosemary F11ham/SED ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r7ntnnsi m Tho Ar:ripn nnmo and Inn^nro ranicforoii mnrlrc^f Ar npin r . 1 r I Massachusetts -Department of Public Safety Board-of Building �ulatte^s ,Re nd Standards an.dards _ License�CS-076332.- :-- AW IC ,= �yIl`7 g1�Y = ; Box a - - West Ba ble SIA Ex pi ration _ Commissioner 09/05/2015 �teo7rvrrca7cweai dC}J0acAudeGi �Ofiice of Consumer Affairs&Business Regulation License or registration valid for individul use o d 7 OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: '^%" Office of Consumeras Affairs and Business Regui bo Registratir_j4&43€z° TYpe 10 Park Plazz-Suite 5170 Expirafdu; :`�_;r Boston r_ 2F2S..` Supplement_:ard ,NIA OZ116 VIOtA'ASSOCIATF -= : KEVIN BOYAR CENTERVILLE,.MA 02632' Undersecretary of valid without gnature �'IKE Town of Barnstable Regulatory Services Ex.. Thomas F.Geile.r,Director ' ►`erg Building Division Tom Perry,Building Commissioner 200 Main Street,.Hyannis,MA 02601 www.town:barnstable..ma.us Office: 508-8624038 .Fax: 508-790-6230 Property Owner Must Complete and Sign This Section if Using A B uilder I, i30.1VId Al iNAI/4e4 as Owner of the subject property hereby:authorize V i o(4 A'S Z n�-t '� to act on my behalf, in all matte,,relative to work authorized,by this building permit ZS 2�3 S«•vi c,..,1 �L (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be U.ed-before'fence is•installed'and.pools"are riot to'be utilized until all final inspections are performed and accepted. Signature of Owner S' a of Applicant Print Name zintName fi Date Q:SORMS:OWNT:PYSUA SSTONFOOiS —._.._.........................._.....__...._................. ..................._.. -�' RESIDENTIAL SWIMMING POOL BARRIER REQUIREMENTS I _ f 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 seconds.Alarm deactivation switch for single entry must not last more than 15 seconds and must be—54"(4'6")above threshold of door. Minimum Fence Height 48"(4')measured on side 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. ♦ ♦ ♦♦ •♦ ♦ e o. • ♦ ♦ Rule i-Horizontal Members spaced<45"(3'9") Vertical •� �. •• �y i • i ♦♦• ►♦ ♦♦ ♦• ♦• s♦ -r♦ i ♦ ! i- �� Members shall not exceed 1.75" :••.}�' i •;; ;;• ; �} ♦ ♦ ♦• ••♦ ♦• !• •• ♦• t♦ : : .♦ ♦♦ �� Rule 2-Horizontal Members spaced>=45"(3'9")Vertical � •� .• ♦ ♦ ♦ ♦ • ♦e • •, �':•; .��a /�� 1 ! ♦♦• e♦ ♦♦ ♦♦ •♦ ♦e♦ ♦� ,° .� ♦. �� ♦� Members shall not exceed 4" ♦ •' °• ♦• •♦ ♦• ♦•♦ e♦ !� ♦� �? Chain Link-Maximum mesh size shall be— 1.75" ' . .. squares r - - Lattice Fence-Maximum opening formed by dimensional members<=1.75" Maximum Vertical Clearance measured on opposite pool side • ,.>~..i +`+.r.^_.`,,� .4r".•�4j '-p17C ..'','�. ....�,9 ..'°..^•.F'""".r-.w,"'+.r---' `�-.�,.-f a e r � • .�+;t� , ` � �' fir -r x t- 11 '��[xr.lh ',r.•t � ��' �# , ? .» M T ,.5}a i '� '�t_� T ,� p� en � r r aF c l f + T iA-. to � a� •f�� � �.C's Y Fri cp •i.F + ��Sy ���+F� M1 }ray f tN• �01 ��,.,C,n�,`;R� P�'�_}11r'�^�,�„�js� l,•�'� w�I�+ �+ t•� �' �' t�'' n.}' rj • � ,, w .s .Y, + f� . , - k ` r� *1/'��'� 7�, .r. �1 '� +.ir d R+ ',��Q �ry` �nr.�`d,r - 1 ,�, •w - � .. ` t .- .. _. url"i ; 1•,, �� .� �: f /`...ty. ",�. �••.p _ ` ' 4<, j,�! °�`J'yy ..��, * ,1�,.}',.` �!,•s, 1 ��i^*� ° i,.y#i n"rr�o;:'.urf ns`} k 7 rL?.r r-.1 cu y.� 4 4 ,^,�� :,. •..� - '? ^�' _ .�' N. r r Jek*+J d • ,+x �,, 63+e •N •.`h', ' ?4, ,y Lyi, n.•' �". +y ti.'.• ri+ }�4�+'at�+'.•-'T��' ' � �• �,`��zq, j� �.� n �° .t�t' i�`t: '� ,` !,3�+•.' s�,' Y i� �+ 1 ��'" �T - n }7y-;. 4 •+ �M1�. .16 gtfa ni"3in •y.. 4l *4f, 'r. 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 PATE riaa . ,yip;, MINT! Quality TRU-CLOSE gate hinges are the latest n�vsrm xr? -r��0a nvvr technology in adjustable, self-closing gate hinges for swimming pools, households and other safety gate applications. r 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 PG DAPT-2 Manual 122208:Layoul 1 5/14/09 12:42 PM Page 1 — 5. LOW BATTERY FUNCTION •• • OF OPTIONAL SCREEN DOOR KIT DOOR • • When the 9-volt battery IS low,the door alarm horn will chirp once every •Supervise children at all times. CONNECTING DOOR ALARM TO SENSOR SWITCHES 10 seconds-this means R is time to(nstell a new batlery,Battery life is •Never permit Swimming alone.Never leave a child alone,Oven READ THE DOOR ALARM MANUAL FOR INSTALLATION ON ONE DOOR FIRST. Installation • • approximately 1 year.Test your door alarm weekly by opening the door to answer the telephone. THE SENSOR WIRES ARE PERMANENTLY CONNECTED E THE DOOR and allowingthe alarm to sound. -Always remove the entire solar cover from a pool before ALARM. ENSORSWITONNECT H ON THESOR YOORFIRES FRAME. THE USE THE SUPPLIED MODEL DAPT-2 TO THE SENSOR SNITCH ON THE DOOR FRAME.THEN USE THE SUPPl1ED $I6NAIIMB Swimming. JUMPER WARES TO CONNECT TO THE SCREEN DOOR SENSOR SWITCH MEETS UL 2017 O WARRANTY S •Remember that alcohol and water safety do not mix. (SEE DIAGRAM BELOW).THE TWO SENSORS SHOULD BE HOOKED UP IN ---- REPAIRSHave your pool area fenced and the gate locked to prevent PARELLEL WITH EACH OTHER unauthorized entry to the pool,and Install a gate alarm. •THE PLASTIC COVERS ON THE SENSOR SWATCHES a SENSOR POOLGUARD is sold with a limited warranty to Cover defects in parts •Lock and secure all doors In the house which permit easy MAGNET MUST BE REMOVED BEFORE INSTALLATION I SENSOR Ocuhuua• and workmanship for one year from date of purchase.(Retain proof of access to the pool,and Install a door alarm. •SWITCHES GO ON THE FRAME BY THE DOOR - Sw1TCH LISTED purchase).11 Poolguard exhibits a defect,please call our Customer •Have a responsible adult teach swimming and water Safety to •MAGNETS GO ON THE DOOR ITSELF-SEE PICTURE IN MANUAL + Y _-'• P^^ ••' Service department at 1.800-242.7163.Unauthorized returns wig not be your children. - EOUIPMENT NEEDED accepted.Proper repair is only ensured when the unit is returned to the •Maintain dean,clear water In the pool. A.ONE DOOR ALARM AND 2 MOUNTING SCREWS o manufacturer. Visit our website et wwW.pOokJUard.COm to fig out your •Do not swim during electrical storms. B.ONE SET OF SENSOR SWITCH AND SENSOR MAGNET AND 4 SCREWS I 1 warranty registration information. -Do not permit bottles, glass, or sharp objects to be used FOR DOOR FRAME a DOOR C.ONE SET OF SENSOR SNITCH AND SENSOR MAGNET,JUMPER WIRES. ; {) around the pool. AND4 SCREWS •Ask your pool dealer how you can Improve your pool FOR SCREEN DOOR FRAME AND SCREEN DOOR NURN safety—they will be glad to assist you. IF YOU HAVE ANY QUESTIONS CALL US AT 1-800-242.7163 4%r_ •Above all: remember that common sense, awareness, and MAIN DOOR SCREEN DOOR sEN��c caution will allow you to enjoy your pool. •h SENSo SENSOii DOOR ALARM Figure 1 I'wm. 0E.MoH 0feet PBM INDUSTRIES,INC.P.O.Box 658 LED ® PASSTHRU ••RTANT NORTH VERNON.IN 47265 • SWITCH READ THOROUGHLY •' ALARM e1za46z6ae OO��UG1rG� 0 0 d'�� ® The product has been designed to aid in the detection of unwanted o � JUMPER f HORN intrusions into unsupervised areas. POOLGUARD DAPT-2 IS A POM INDUSTRIES,INC. Poo gUa rd wvwl,.poolguard.com WIRES SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. It shoMADE IN THE USA anduld be used in conjunction with the sh should ottaffectexistingsafet procedures. esuipmentcunenllyinuse REV.5-09 Figure 5 SENSING,. 9 safety WIRES ............­­.......................... Review system details for Save-r 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) - Bezel"m lids, 16"and 18" -9 standard colors: dusky blue, royal blue, - Vanishing Lid TM 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 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 F1346-91 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 SeriesO 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 Power and Controls Standard items are in bold type. *3-year limited warranty on all electrical "3/4hp waterproof electric motor " 1 %hp/ 000PS| hydraulic system °Safety lockout key control ^CuxerLinkTm tounhpadcontno| ^Low-voltage auto-shutoff with key switch ^Low-voltage houchpad ^Low-voltage water-feature shutoff 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 i 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. I 23 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map . )Paarcel f n Application # / S Health Division �`� ~' Date Issued Conservation Division Application Fee Planning Dept. Permit Fee C� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis - Project Street Address Village ) . Owner 14 14 L A Address Telephone 663 IN q942 / Permit'Request I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new .Zoning District Flood Plain Groundwater Overlay Project Val,,-Iation 44qO i 00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new i Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: H _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o Commercial ❑Yes ❑ No If yes, site plan review# �-- Current Use Proposed Use �_c rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name L s,!L Y / y /1 G Telephone Number ( 6; v ')1�22 6/J Address � 6Zd_r?11 License # 6e)3,5� / ^ Home Improvement Contractor# Z i Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTI G FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE Ict FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE _,-- OWNER` r � DATE OF INSPECTION: FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH K FINAL -� GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT } ASSOCIATION PLAN NO. { - i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations + a 600 Washington Street Boston, MA 02111 �h www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contrac>tors/Eleetriciaiis/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual): �J CJ �, 1 r I"'iG�_I�O f )n c, Address: aSa12f `.arc-_ City/State/Zip: G, IMJq 02401 Phone.#: Are you an employer? Check the appropriate box: Type of project(required): 1.`y'l am a employer with 4. ❑ ❑ I am a general contractor and I • 6. New construction employees(full and/or part-.time).* have hired the sub-contractors 2:❑ 1 am a sole proprietor or partner listed on the attached sheet. 7...❑Remodeling ship and have no employees "These sub-contractors have g, ❑•Demolition working for me in any capacity. employees and have workers' 9. OBuilding addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g P. myself. [No workers' comp_ right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant.that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide:their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. n Insurance Company Name: �c.�/1 /�XJ �iId ��/ �\ • �-/Q • `� Policy#or Self-ins.Lic. M M S 3 L D 13 Expiration Date: .,n r Job Site Address: dC lzd(// )O/j City/State/Zip: o. �C- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration ate). Failure fo 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 covera e verification. I do hereby certify the pains and penalties of perjury that the information provide above is true and correct Signafore: Date: _ Phone#: Official use only. Do not write in this area,to be completed by city or town official .City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ADO,& CERTIFICATE OF LIABILITY INSURANCE °A 2/331 013"' 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(iss)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 endorsements. PRODUCER E: Erica H O'Connor HART INSURANCE AGENCY,INC. PHONE 508-759-7326 x205 FAX 508-759-7366 243 MAIN STREET An No PO BOX 700 Ea DAIRESS: BUZZARDS BAY,MA 025320700 INSURE S AFFORDING COVERAGE NAIC tt INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc NSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER c INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY,THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADDLITYPE OF INSURANCE INSR SUER lTR POLICY NUMBER PSfDDNYYYI OLICCY EFF tPOLICY EXP LIMITS A GENERAL LIABILITY 8500042039 . 01/01/2014 01/01/2015 EACH OCCURRENCE S 1;000,000 DAM AGE T RENTED COMMERCIAL GENERAL LIABILITY R $ 300,000 CLAIMS-MADE W OCCUR MED EXP(Anyoneperson) E .5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY PRO-JECT F1 LOC $ B AUTOMOBILE LIABILITY 1020011547 01/01/2014 01/01/2015 COMBINEDSINGL LLIMIT 1,000,000 E accident) ANY ALTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE S AUTOS Per accident S A UMBRELLALIAB OCCUR 4600042040 01/01/2014 01/01/2015 EACH OCCURRENCE s 2,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$10,000 1 $ B WORKERS COMPENSATION 0053890113 01/01/2014 01/01/2015 A wCSTATU- I V1 OTH- AND EMPLOYERS'LIABILITY Y/N IMITS ER ANY OFFICERIMEM PROPRIETOER�EXCLUDED7 ECUTNE O N/A E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-FA EMPLOYEE $ 500,000 1!yes,descfte under DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space to required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)862-4717 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE Ole ©19ll -20 0 O D'CORPORATION. All rights reserved. ACORD 25(2010/06) The ACORD name and logo are registered marks of ACORD _ _ �.='a i/!%/•J ,'/' .%c::/.%-•:'i/��'/+.� ✓i.�/J/•:'I ''/r;'% � //��✓lip%://�i/.. ':.✓Jl:.. Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2014 Tr# 233027 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.Mark reason for change. Address EjRenewal [] Employment Lost Card )PS-CAI 0 5OM-04/04-GIOI216 ./ r J /✓ze �o„ro;,o��uJeal� o f�a�ccc.�c; License or registration valid for individul use only �; Office of Consumer Affairs /Busloess RegulanonjT. g Y .HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 110609 Type: Office of Consumer Affairs and Business Regulation iE�;� 9 e Expiration: 11/3/2014 Private Corporation 10)Park Plaza-Suite 5170 Boston,MA 02116 E JJAXTIMER,BUILDER,INC. ERNEST JAXTIMER o 48 ROSARY LN HYANNIS,MA 02601 Undersecretary Not valid without signature U Massachusetts -Department of Public Safety 'I Board of Building Regulations and Standards Construction Supervisor License: CS-003251 z ERNEST J JAXTIWR `= r. 48 ROSARY LANE; s HYANNIS MA 02601 �. � • " "' Expiration Commissioner 01/14/2016 t I oF� saaxsTnazE, SS, Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 0260.1 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 T ,as Owner of the subject property hereby authorize ?�!r to act on my behalf, in all matters relative to work authorized by this building permit application for: AfX (Address of Job) Signature of Owner Date BO✓d-e li (tJa.tll«8 it Print Name if Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AnpData\Local\Microsoft\Windowsvrentporary Internet Files\Content.Outlook\ADV87AAZ\EXPRESS.doc Revised 072110 i ivitassamuseas t.;nectlist for COMPlianCe (780 CMR530I.2.1.1)1 ` Z J�J Jc-A V tIt—W & JL)E QS l �ICL�� R1 Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................... .................................................110 mph WindExposure Category.................................................................. ............................................................. B �- 1.2 APPLICABILITY Number of Stories (a roofhich exceeds 8 in 12 slope shall be considered a story)--L stories <_2 stories RoofPitch ..................... ....................................................(Fig 2) ........................................... 7 _< 12:12 MeanRoof Height ..............................................................(Fig 2)................................................. 9 ft 5 33' . BuildingWidth,W........!.....................................................,(Fig 3)................................................ S ft _<80' Building Length, L ..............................................................(Fig 3)............................. �ft 5 80' .................... Building Aspect Ratio(L./1M ...............................................(Fig 4).................................................! 505—3:1 Nominal Height of Tallest Opening 2 ...................................(Fig 4)................................................ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)....................... .......................................... 2.1 FOUNDATION Foundation Walls meeting requi?ements of 780 CMR 5404.1 Concrete................................................................................................................... ConcreteMasonry :.........:........................................................ .................. • i. 2.2 ANCHORAGE TO FOl1NDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................:................ ........(Table 4)............................................. 61 in. Bolt Spacing from endloint of plate ............................(Fig 5).....:........... ................. in.5 6"—12" Bolt Embedment-concrete........................................(Fig 5):. ....................... ... ; Bolt Embedment—masonry.................................. ..(Fig 5).................. .:......................._Q in.>_15° y- Plate Washer..............::.........................:.....................(Fig 5).................... ...........................>_3"x 3"x%° r/ ` 3.1 FLOORS Floor framing member spans checked ............................:.:(per 780 CMR Chapter 55)............................ Maximum Floor Opening Dimension........................... .. ....(Fig 6)..:........... .. 2 ft<12' � Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............ • Maximum Floor Joist Setbacks ........................... Supporting Loadbearing Walls or Shearwall............ —(Fig 7).................. Maximum Cahtilevered Floor Joists .. Supporting Loadbearing Walls or Shearwall................(Fig 8)................... .......•.................. ft <_d Floor Bracing at Endwalls....................................................(Fig 9)...................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)......................... Floor Sheathing Thickness (per 780 CMR Chapter 55)........................�in. ...................... . Floor Sheathing Fastening................................................. (Table 2)... d nails at in edge/tZin field 4.1 WALLS Wall Height _. Loadbearing walls........................................................(Fig 10 and Table 5)..................... ft <10, Non-Loadbearing walls................................................(Fig.10 and Table 5)..........................._$ft-s 20' Wa!I Stud Spacing .....................................:..................(Fig 10 and Table 5).................:. in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)..............................................Oft 5 d G/ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x—+- ft in. Non-Loadbearing walls................................................(Table 5).................:............2x__t- ft in. Z� Gable End Wall Bracing' Full Height Endwall Studs..........................*................(Fig 10).................................................................. WSP Attic Floor Length............................................. .(Fig 11).............................................. Oft>_W/3 _tG Gypsum Ceiling Length (if WSP not used) ................. (Fig 11).:............................... ..........._Qft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).......................... or 1.x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays c� Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................z• ft Splice Connection (no. of 16d common nails).............(Table 6).......................................................... A V rJ�C lnassaCIlO. sett, L11C1.l111nL 1VY vViai�ruaxu�., �,v.,. .... �.'•-� Loadbearing Wall Connections (� Lateral (no.of 16d common nails)...............................(T ) 'Non-Loadbearing Wall Connections able 8 ......0..... Lateral (no.of 16d common nails)............................. .(T ......................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) aft_in.-<11' Header Spans .(fable 9).................................._ft O in.<_11' ✓' ....................................................... SillPlate Spans ........................................................(Table 9).................................. able9 ....................................................� s1 Full Height Studs (no.of studs).................................. (T )•••• Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(fable 9).................................. ft O in.<_12 —Le ' ..................................�i ft n in. Sill Plate Spans............................................... (Table 9) Full Height Studs(no.of studs).................................. .(Table 9 ........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W ��Y 6V _� Nominal Height of Tallest Opening 2 ............................................................................eD _ram' SheathingType............................... ............. note 4 ...................................................... • ......(Table 10 or note 4 if less).......................�in. ✓' Edge Nail Spacing................................... lZ in. ✓' FieldNail Spacing.........................................(Table 10)................................................. Shear Connection(no.of 16d common nails)(Table 10)....................................................30% 1� able10 ..................................................... Percent Full-Height Sheathing...................... R ) 5%Additional Sheathing for Wall with Opening>6'8' (Design Concepts)..................... _lam Maximum Building Dimension,L 6'8' Nominal Height of Tallest OpeningZ.................................................................. SheathingType.... ........................................(note 4).......................................................(�5 Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... _in. t/ ZJn. f Field Nail Spacing.........................................(Table 11)....................................... Shear Connection(no.of 16d common nails)(fable 11)................................................ ...... Percent Full-Height Sheathing ..(fable 11)........................ 1.5•.� 'S% '� 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... ✓' Wall Cladding ................. ................................................................ Rated for Wind Speed?............................................ 5.1 ROOFS Roof framing member spans checked?....................,..(For Rafters use AWC Span Tool,see BBRS Website) • Roof Overhang .....................................................(Figure 19)............. O ft<-smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 1 If able12 .............................................L eo- �� Lateral,........................ R ) ..............S`-'2.7 If .�- Shear...........:..................................(Table 12).. ...............,............ - P Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=- plf g y . Gable Rake Outlooker..................................... (Figure 20) _a ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors • U=�i11b. r� Uplift................................................(Table 14)................... ..... ..... ............ ✓ . Lateral(no.of 16d common nails)...(Table 14).......................................L=b��lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ad 59) ............ ...................Kg in.>-7/16"WSPx Roof Sheathing Thickness........................................... ........................... � able2 .................................... ..................... Roof Sheathing Fastening....................................... R ) Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. CO V IT 1 Massachusetts Checklist for COMplianCe (780 CMR 5301.2.1.1)i 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and:to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist_ and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double.top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -YVE?4TME GERrE iS0N PIAAAAIM;41S8d NAILS .ATB'or_ ti 11 W 11 a 11 1 . 11 I t 1 u n t 11 11 11 it n - 1 ko it II H 1 n 1 ,t 0 � ii rain ii r� t 1 ri ii 1 ii li OQ jt 11 1,1 I It - - II 11 g 1 It I1 Q 11 71 Or 1 11 11 tp II V II 11 ~ - I tl,l 14 ? rl [tl 11 f tl Ott t� OQ JALF O)GE `------- - HAILSPACING t t See Detail on Next Page Vertical and Horizontal,Nailing for Panel Attachment r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1 a ' }' r , , r ; B FE7A�qING MEtiaer�s r : EDGEMERMEDIAT i � �--9rd• . SM 4 it ,. r � r STALWAWD 3'MIJ NAfLPATiEAN PANEL PANP—EDGE DOUBLE NAIL EDGE SPAC94G DUAL Detail Vertical.-arid:Horizontal Nailing for Panel AfLachment ! TOWN OF BARNSTABLE.BUILDING PERMIT,APPLICATION Map .' Parcel r Application # ;1Q go3s7? Health Division Date Issued Z Conservation Division Application Fee 50 Planning Dept. Permit Fee Date Definitive Plan.Approved by Planning Board /-a\9`z1p9 Historic OKH Preservation/ Hyannis Project Street Address r��� :-Aw fi e, Village ��� ri�{� ( ujb Owner M c1 (�- �1 Address Telephone Permit Request 11� ri Yl ' fihA r 5 f s C 1A O IQ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 1 ,000 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi- Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ' ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) U Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new PTotal Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CD Commercial ❑•Yes ❑ No If yes, site plan review# `i w Current Use Proposed Use -32 _ w APPLICANT INFORMATION a (BUILDER OR HOMEOWNER) Name (�L�(,'h(')l�lr. ,fit � , �h� Telephone Number Address Lfe) ��l Lf�lll,� License# 32S Home Improvement Contractor# 0 o Worker's Compensation # I l I O I a!Uq ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PR JECT WILL BE TAKEN TO S ke, SIGNATURE DATE ` 6 FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER r a, r DATE OF INSPECTION: ' FOUNDATION FRAME O 3G INSULATION a l FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -GAS: ROUGH FINAL FINAL BUILDING dw y DATE CLOSED OUT ASSOCIATION PLAN NO. - k The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations A 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 1 _-/l L / /- Please Print Legibly Name (Business/Organization/Individual): �/t• • Q Y-/ /j�(,e�� 6(z/ l,�6 Address: g eoLal2 City/State/Zip: Q,ot Ol.! S /I76 4260 / Phone#: (50 2) ? ( / Are you an employer? eck the appropriate box: Type of project(required): 1.0 I am a employer with ab 4. ❑ I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9. ❑ Building addition required.] 5. ❑ We are a corporation and its 10.❑ 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 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no 13.❑ Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. p, Insurance Company Name: �8 � P4d7WT?pal /Al E C O . Policy#or Self-ins.Lic.#: 9�1 r Q 1 y l U / Expiration Date: Job Site Address: 0- �Vt" OWL City/State/Zip: ©,1¢,�,!)( ��T Ov/ A 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the MA for insurance coverage verification. I do hereby ce er the pains an of perjury that the information provided bov is true and correct Signafore: Date: Phone#: Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - MAR. 13. 2009 10: 24AM HART INSURANCE NG. 635 P. 2 ACORD,� CERTIFICATE OF �.lAB1LITY INSURANCE p03/13i20D PROOUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HART INSURANCE AGENCY, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES. NOT AMEND, O(TEND OR 243 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 700 BUZZARDS BAY, MA 02532-0700 INSURERS AFFORDING COVERAGE NAIC# INSURED EJ Ja4mer Builder,Inc INSURER A. ARBELLA PROTECTION INS CO 41360 48 Rosary Lane INSURERB: ARBELLA PROTECTION INS CO 41360 Hyannis,MA 02601 INSURERc: ARBELLA PROTECTION INS CO 41360 INSURER Ix ARBELLA PROTECTION INS CO 41360 INSURER E: COVERAGES THE POUCIES OF INSURANCE USTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH PGL--ICIE$,AGGREGATE L-TMITS-SHOWN MAYMAVE BEENAFDUCFD BY PAID CLAIMS. INSR D DATE IMMIDDIYYI POLICY NUM9ER POLICY EFFECTIVE Pouci EXPIRATION LIMITS AGE TO RF-NTF--D q GING1tAL LIABILITY 8500042039 01/01/09 01/01110 EAOH OCCURRENCE a 1,000.00 0 COMM8RCiAL GENERAL LIABIUTY P5CMISES(Ea o — 9 300000 CLAIM$MADE 00CUR MED EXP(Arty OM IeeN S 5-WO PERSONAL S ADV INJURY S 1-000'000- GENERAL AGGREGATE S 2.000.000 GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS•COMPIOP AGG $ 2,000,000 POLICY PRO• LOC AWMMOIKELIABTLRY 87083400003 01/01/09 01/01/10 COM81NED SINGLE LIMIT S 1,000,000 (Es acclOonl) ANYAUrO X ALL OMED AUTOS BODILY INJURY $ (Per petaon) SCHEDULED AUTOS HIREDAUTOS BODILY INJURY $ (Per accftnt) NON-OWNED AUTOS PROPERTY DAMAGE $ (Pere aw4ent) QHRAGE LlABILRY A00 ONLY-EA ACOIDENT 5 ANY AUTO OTHER THAN EA ACC S AUTO ONLY, AGO S C EXCESSIUMBRELLA LIABILITY 4600042040 01101/09 01/01/10 EACH_OCCURRENCE s 2,000.000 OCCUR CLAIMS MADE AGGREGATE b b b DE $ DUCTIBLE RETENTION 5 D woRxERs caePENSAnm ANo 9111010109 01101/09 01/01110 sTATU OTH. EMPLOYERS'LUIM.)TY E.L EACH ACCIDENT $ 500000 ANY PROPRIETOR+FARTNFRJEXEOV NE E L DISEASE•EA EMPLOYEE S 500,000 OFFICERNEMBER MLUDE09 SPEC N yas,desertbe Una E L DISEASE-POLICY Ulf IT S 500,000 IAL PROVISION3 t�Qtlltl/ OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IE7ICLUSIONS ADDED By ENDORb£MPSIT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRmEo POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Town Of Bamstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,OUT FAILURE TO DO SO SHALL 367 Main Street IMPOSE NO OBLIGATION OR LIAMUTY OF ANY KIND UPON THE tNSURM ITS AGENTS OR Hyannis, MA 02601 REPRESENTAWIF AUTNOM M REPtiEST:NrA�f ACORD 25(Imol/08) 9)ACORD CORPORATION 1988 f I r Ate Board o ui in #egul�nsan tan ar sg One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2010 Tr# 276582 . E J JAXTIMER, BUILDER, INC. w ERNEST JAXTIMER ,' � ------- -------- ---'-------- ------ _._.. _.. ._._.. . 48 ROSARY LN HYANNIS, MA 02601 A4 s-e Update Address and return card.Mark reason for change. Address Renewal Employment j Lost Card DPS-CA1 Co 50M-05/06-PC8490 ✓a<ie --.. Board of BuildirigRegulati ns and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registrati ion: 110609 Board of Building Regulations and Standards -� One Ashburton Place Rm 1301 Ex J. ton=11/3/2010 Tr# 276582 Boston, Ma.02108 -Type_'`-Prate Corporation !..I _. . E J JAXTIMER, �UIR�ING ERNEST JAXTIMER7=�' , 48 ROSARY LNAtvalid� HYANNIS,MA 02601 Administrator ut signature _ _ .._.__- _,a._ _ _ . . . � _ �le--Po-mrmw�zuiea�l�c a�✓�,Craeac�icaeka ,� Board of Building Regulations and Standards t I'•? ' Construction Supervisor License t t --- ---- ----_-- I i LiC nse� CS 3251 CW14/2010 Tr# 13629 i r, ';Res il l' `ERNEST J'JAXTINIEF S •� -I 48-ROSARY LANE HYANNIS,MA 02601 Commissioner 1 =-obi►% Town'of Barnstable Regulatory Services a Thomas F:Geier,Director 161 9�'°TEn MAC A" Building BIVIS1on Tom Perry, Building Connnissioner 20Q Main Street, Hyaimis,MA 02601 ffice:. 508 862-4038 Fax: 508-790-6230 Property Omer Must Complete and Sign This Section If Using A Builder as Owner of the sub'ect pop �r 1,, � l -� hereby authorize �/� J4 Y--h {�t,(r &4( I d-o r I n r to act on my behalf, in all matters relative to work authorized by this buildding permit application for. (Address of Job) wc� Signature of Owner Date � L Print Name Q:Fc)wis:OVN-U-PERMIMSION 08/16/2009 15:43 508-790-4686 PAGE 02/02 Taylor Design Associates, Inc. P. O. Box 1313 Forestdale, MA 02644 Telephone& Fax: (508) 790-4686 August 15,2009 E. J. Jaxtimer Binder, Inc. 48 Rosary Lane Hyannis, MA 02601 RE; Walker Residence—Garage Renovation. 252 Seaview Avenue Ostervllle,MA Dear Mr. Taxtizmer: On August 14, 2009,I inspected the subject renovation. The existing 4"x6" lintel over the left hand door.has been damaged by insects. A replacement lintel comprised of 2-- 1 %"x7'14"LVL's will support the existing roof and brace the Front wall. The beam will be supported by 3 —4"x4"pressure treated posts on the concrete floor. This will meet the requirements of the Massachusetts State Building Code, 7h Edition. If you have any questions,please do not hesitate to contact me. ii+OF S' cerely, TAYWA R. Grego ayl ,P. Preside NOIS'IAIO 01 :E Nd 150 01 t 919VISMUS 90 NMOJ 08/16/2009 10:12 508-790-4686 PAGE 01/01 TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. 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I......................... 08/23/2009 17:09 5067785731 CAPE COD INSULATION PAGE 01 COMcheck Software Version 3.6.1 Envelope Compliance Certificate 2006 IECC Section 1: Project Information Project Type:Addition Project Title:Renovation of Garage Constr idan Site: Owner/Agent Designer/Contractor: 252 Seaviewv Ave Michele C. Walker F.Borden E.J.Jaxtimer Odervlke.MA 02665 252 Seavlew Ave E.J.Jaxtimer Company OatendAa,MA 02656 48 Rosary Lane Hyanrrt,MA 02601 SM7784811 Section 2: General information Building Location(for weather datak ostmvllls,Massachusatls Climate Zone. 5a Heating Degree pays(bees 65 degress F): 6137 Cooling Degree Days(base 50 degrees F). 2342 Vertical Glazing/Wan Area Pct,. 6% Arti,_vltr,rvoefs) ELOPLAt'!aI Wofthop 620 Section 3: Requirements Checklist Envelope PASSES. Climate4peclflc Requlremante: Component NameMesa4ption Gross Area Cavlt)r Cont. Proposed Budget or PwIlmeter R-Value R-Vaiuo 1!-Factor U-Factor OrlontaEtlon:NORTH Exterior Wall 4:Wood-Framed,16"o.c. 15B 13.0 0.0 0.089 0,089 Window 3:Wood Frame.Single Parse,(Near,SHGC 0.98,PF 025 16 — — 0.960 0.350 Orientation:EAST Exterior Wall 3:Wood-Framed,16"o.c. 156 13.0 0.0 0.089 0.089 Window 2:Wood Frame.-Single Pane,Clear,$HGC 0,96 13 -- -- 0.960 0.360 Orientation:SOUTH Ercterlor Wall 1:Wood-Framed,IV*o c. 203 13.0 0.0 0.089 0.089 Door 1.insulated Mehl,No"winging M — — 0.2W 1.450 Dow 2:Insulated Metal,Non-Swinging 56 -- — 0.200 1.450 Door 3:Woad,Sw forging 20 — --- 0,280 0.700 Orientation:WEST Exterior Wall 2:Wood-Framed,16"ox, 156 13.0 0.0 0.089 0.089 Window 1:Woad Frame:5ingle Pane.Clear,SHGC 0,96 13 — -- 0.980 0.350 Orferrtatlon'.UNSPECIFIED ORIENTATION Roof 1:Atha Roof with Wood Joist 824 19.0 0.0 0.053 0.084 Floor 1:Slab-On-Gran®:Uriheated 92 — — .— -- (a)Budget U-*tWm are used for W were tine calculations ONLY,wV we riot code requpemants. Air Leakage,Component Certification,and Vapor Retarder Requirements: Projed Me:Renovation of Garage Report date:W17109 Dote filename: Untitled.cck Page 1 of 2 08/23/2009 17:09 5087785731 CAPE COD INSULATION PAGE 02 [] 1. All joints and pengindO ns are caulked,gasketed or Covered with a moisture vapor-pemaable vffW rhg materiel installed in accordance with the manufacturees mstafiation . 2. Windows,doors,and skylights certified as meeting leakage requiremems. ❑ 3. Componant R-values&U-factors labeled as certified. 4. Insulation Installed acowding to rnamifaLMef+s instructions,in substwWpl contact with the wface being insi ted,and in a manner that adrisves the rated R-valua without comptot;sing the Insulation. ❑ 5. No roof Insulation Is installed on a suspended ceiling with removable ceiling panels. [3 S. Stair,elevator shaft vents,and c9 w outdoor air intake and exhaust openings in the bwlding envelope are equipped with motorized dampers. 7. Cargo doors and loading dodr doors are weather sealed. 08. Rehm fighting fixtures are;(i)Type IC ratted and seated or gasketed;or(4)installed inside an appropriate alright assembly with a 0.6 inch clearance from oornbustible matm cis and with 3 Inches claaranca from Insulation material. 0 8. Building errdance doors have a vestibule equipped with dosing devices. Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq.A.in area. 0 10.Vspor ratardar installed. Section 4: Compliance Statement Compliance Stateahent The proposed envelope design represented in this dommem is content with the building p%ns,speafications end other catcutattons submitted with this pem*epptCation.The proposed envelope system has been designed to moot the 20%MCC requirements in COMdreck Version 3.6.1 and to comply with the mandatwy requirements in the Requirements Checklist Name-Tide Signature Dats Project Notes: 00M&eck by Cape Cod Insulation,Inc. 455 Yarmouth Rood My=ft,Mo. 02801 1-6E}0$88-6$'i 1 Project Tide.,Renovation of Garage Report date,011M 7/09 Data filename.-Untltedocc Page 2 of 2 i I F y �� {� (? d 1 3 (� i �,:�.w�: Town of Barnstable *Permit# 153Z Expires 6 months from issue date �/ Regulatory Services Feeo?S. b O X-PRESS PERMIT Thomas F.Geiler,Director OR 14 2006 _,,)b Building Division Tom Perry, CBO, Building Commissioner TOWN OF BARNSTABLE 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 1 — 0 1 0 Property Address 05a Se-o— `[ i e-0 Ave,`, Q!!�4crv1 [Residential Value of Work 4 �j W-r5O- M Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address (�"^" `1 �J C! ►�-�5 Contractor's Name y � `'"" Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Yk one: am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) VRe-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Ho provem Contractors License is required. SIGNAT Q:Fomis:expmtrg Revise071405 I I �aZIME Teti Town of Barnstable Regulatory Services sn r s HASS. � Thomas F.Getler,Director v nss � �'APF 639. Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder i I, eES ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) 4 1 M-P igna of Owner Date =Prin � Q TORM&OWNERPERMIS SIGN 1 he Commonwealth of'Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AAA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibl Name (Business/Organization/Individual): Address: P' 0 , City/State/Zip: Phone#: - V-`tZ9 Are you an employer? Check the-appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction_employees(full and/or part-time).* have hired the sub-contractors 2. 2 I am a sole proprietor or partner- listed on the attached sheet 1 ?• ❑ Remodeling ship and have no employees These sub-contractors have 8: ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' romp. insurance 5• ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their eP 3.❑ I am a homeowner doing all work right of exemption per MGL I I-EI/Vurnbing repairs oT additions myself.[No workers' comp. c. 152, §1(4), and we have no 12, Roof repairs insurance required.] t employees. [No workers' 13 ❑ Other COMP.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.' t Homeowners who 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 subcontractors and their workers'comp.policy information. I am an employer that is providing workers compensation Insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,504.00 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. 1 do hereby certify under the ns and penalties ofperjury that the information provided above is true and correct Sigga �- ( Date: Phone#: I�} `1"0 - Official use only. Do not write in this area,to be completed by city or town offtcial. 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#: �/ze r�omvnwoziuea�/ o�,/�raaac/zuaellJ Board of Building Regulations and Standards HOME IMBR\OVEMENT CONTRACTOR License or registration valid for individul use only before the expiration date. If found return to: Re istratton, 124310 Board of Building Regulations and Standards 2007 One Ashburton Place Rm 1301 e= "ividual II Boston,Ma.02108 James Curley f James Curley ` 287 Fuller Rd. Centerville,MA 02632 Administrator i Not valid without signa re 0 LAW OFFICE OF HENRY J. DANE ATTORNEYS AT LAW 37 MAIN STREET P.O.BOX 540 CONCORD, MASSACHUSETTS 01742-0540 AREA CODE 508 369-8333 HENRY J.DANE MARK D.SHUMAN TREVOR A.HAYDON OF COUNSEL FAX 508 3693106 CABLE ADDRESS:DANELAW May 9, 1995 Mr. Ralph Crossen Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Assessors Parcel R138-10 - . Sea View Avenue, Osterville Dear Mr. Crossen, I am writing to inform you of the- change of ownership to the above referenced parcel. The new owners are James B. . Jones, George G. Jones, III and Jean Jones Chen, Trustees of Cape Property Realty Trust Il :.under .Declaration of Trust dated April 18, 1995. Enclosed is a copy of the Trust for your files. Also enclosed is the Schedule of Beneficial Owners; who are James Chen, MiLry Elisabeth L. Jones and Wendy S. Jones. Since the beneficial interest of the Trust is held by James Chen, Mary Elisabeth L. Jones and Wendy S. Jones, the lot is not held in common ownership with either of the two abutting lots: Parcel 138-9 is owned at this time by James B. Jones, Jean Jones Chen, George D. Jones, III and George D. Jones, and Parcel 138-11 is owned by Hope M. Burke. At this time my clients are not intending to request a building permit for Parcel 138-10; however, we ask that you file this letter and its enclosures in your files for this parcel. TOWN OF BARNSTABLE Sincerely, BUILDING DEPT. p MAX, I v (i99T �� � Trevor A. Haydon .Enclosures cc: James D. Jones G DECLARATION OF TRUST ESTABLISHING CAPE PROPERTY REALTY TRUST II The undersigned, GEORGE D. JONES, III, of Concord, Middlesex County, Massachusetts, JAMES B. JONES of Concord, Middlesex County, Massachusetts, and JEAN JONES CHEN of Carlisle, Massachusetts, hereby declare that any and all property and interest in property that may be acquired hereunder ("the Trust Estate") , shall be held in trust, by the Trustees for the sole benefit of the beneficiaries for the time being hereunder, upon the terms herein set forth. The term "Trustees" whenever used herein shall mean the Trustees named herein and such person or persons who hereafter are serving as Trustee or Trustees hereunder, and the rights, powers, authority and privileges granted hereunder to the Trustees shall be exercised by such person or persons subject to the provisions hereof. 1. The trust hereby established may be referred to as the CAPE PROPERTY REALTY TRUST II. The term "beneficiaries" wherever used herein shall mean the beneficiary or beneficiaries listed in the Schedule of Beneficial Interest this day executed and filed with the Trustees, or in the revised Schedule of Beneficial Interests, if any, from time to time executed and filed with the Trustees. The Trustees shall not be affected by any assignment or transfer of any beneficial interest until receipt by the Trustee of notice that such assignment or transfer of any beneficial interest has in fact i been made and a revised Schedule of Beneficial Interests shall -1- have been duly executed and filed with the Trustees. Any Trustee may without impropriety become a beneficiary hereunder and exercise all rights of a beneficiary with the same effect as though he were not a Trustee. 2 . The Trustees shall hold the principal of this Trust and receive the income therefrom for the benefit of the beneficiaries, and shall pay the income to the beneficiaries in proportion to their respective interests at least annually. i The Trustees may open, maintain, and, at will, close out any checking and savings accounts and safe deposit boxes in any bank, banks, trust companies, federal savings and loan associations, and other banking, lending or other financial institutions; and the Trustees may deposit funds and other i assets of the Trust in such institutions and such safe deposit boxes, and may disburse such funds as checks signed by the Trustees or by any person or persons authorized in writing by the Trustee so to do, and may withdraw such funds and other assets on instruments of withdrawal signed by the Trustees or by any person or persons authorized in writing by the Trustees so to do. Each such institution shall honor all checks and other instruments signed by such person or persons authorized by the Trustees so to sign, and permit such person or persons to have access to such safe deposit boxes; and such institutions may rely fully on the Trustees ' signed authorization so to do, so filed by the Trustees with said institution. 3 . Except as expressly provided in Paragraphs 2 and 4 hereof, the Trustees shall have no power to deal in or with the Trust Estate except as directed by the beneficiaries. When, -2- as, if and to the extent specifically directed by the beneficiaries, the Trustees shall have full power and authority, which the Trustees shall exercise, to buy, sell, convey, assign, mortgage or otherwise dispose of all or any part of the Trust Estate (including without limitation the full power and authority to delegate to any person or persons, acting singly or together with others and whether or not serving as a Trustees hereunder full power and authority to sign checks, drafts, notes, bills of exchange, acceptances, undertakings and other instruments or orders for the payment, transfer or withdrawal of money for whatever purpose and to whomsoever payable including those drawn to the individual order of a signer, and all waivers of demand, protest, notice of protest or dishonor of any check, note, bill, draft or other instrument made, drawn or endorsed in the name of the Trust) and as lessor or as lessee to execute and deliver leases and subleases, and to borrow money and to execute and deliver notes or other evidence of such borrowing, and to grant or acquire rights or easements and enter into agreements or arrangements with respect to the Trust Estate. Any and all instruments executed pursuant to powers herein contained may create obligations extending over any periods of time including periods extending beyond the date of any possible termination of the Trust. Notwithstanding any provisions contained herein, no Trustee shall be required to take any action which will, in the opinion of such Trustee, involve him in any personal liability unless first indemnified to his satisfaction. Any person dealing with the Trustees shall be fully protected in accordance with the provisions of Paragraph 6 hereof. -3- 4 . The Trust may be terminated at any time by one or more of the beneficiaries by notice in writing to the Trustees and the other beneficiaries, if any, but such termination shall only be effective when a certificate thereof signed and acknowledged by a Trustees hereunder shall be recorded with the Registry of Deeds; and the Trust shall terminate in any event twenty (20) years from the date hereof. In case of any such termination, the Trustees shall transfer and convey the specific assets constituting the Trust Estate, subject to any leases, mortgages, contracts or other encumbrances on the Trust Estate, to the beneficiaries as tenants in common in proportion s to their respective interests hereunder. 5. Any Trustee hereunder may resign by written instrument signed and acknowledged by such Trustee and recorded with the Registry of Deeds. Succeeding or additional Trustees may be appointed or any Trustee removed by an instrument or instruments in writing signed by the beneficiaries, provided in each case that such instrument or instruments or a certificate by any Trustee naming the Trustee or Trustees appointed or removed, and in the case of any appointment the acceptance in writing by the Trustee or Trustees appointed, shall be recorded with the Registry of Deeds. Upon the appointment of any succeeding Trustee, the title to the Trust Estate shall thereupon and without the necessity of any conveyance be vested in said succeeding Trustees jointly with the remaining Trustee or Trustees, if any. Each succeeding Trustee shall have all rights, powers, authority and privileges as if named as an original Trustee hereunder. No Trustee shall be required to furnish bond. This Declaration of Trust may be amended from -4- r time to time by an instrument in writing signed by the beneficiaries and acknowledged by one or more of such Trustees or beneficiaries, provided in each case that the instrument of amendment or a certificate by any Trustee setting forth the terms of such amendment shall be recorded with the Registry of Deeds. 6. No Trustee hereunder shall be liable for any error of judgment nor for any loss arising out of any act or omission in good faith, but shall be responsible only for his own willful breach of trust. No license of court shall be requisite to the validity of any transaction entered into by the Trustees. No purchaser, transferee, pledgee, mortgagee or other lender shall be under any liability to see to the application of the purchase money or of any money or property loaned or delivered to any Trustee or to see that the terms and conditions of this Trust have been complied with. Every agreement, lease, deed, mortgage, note, or other instrument or document executed or action taken by the Trustees and signed by the three Trustees shall be conclusive evidence in favor of every person relying thereon or claiming thereunder that at the time of the delivery thereof or of the taking of such action this Trust was in full force and effect, that the execution and delivery thereof or taking of such action was duly authorized, empowered and directed by the beneficiaries, and that such instrument or document or action taken is valid, binding, effective and legally enforceable. Any person dealing with the Trust Estate or the Trustees may always rely without further inquiry on a certificate signed by the persons appearing from the records of said Registry of Deeds to be Trustees hereunder as to who are -5- i the Trustees or the beneficiaries hereunder or as to the authority of the Trustees to act or as to the existence or non-existence of any fact or facts which constitute conditions precedent to acts by the Trustees or which are in any other manner germane to the affairs of the Trust. 7 . No obligation of the Trustees as such, shall bind any Trustee individually beyond the extent of the Trust assets and any judgment obtained against any Trustee for anything connected with the Trust shall be deemed fully satisfied on the application to it of such Trust assets as are available therefor, having regard to the claims of other creditors of the Trust, and anyone contracting with any Trustee, by so doing agrees not to enforce any contract, except to the extent provided in this paragraph and no contract, with the exception of a promissory note secured by a mortgage on real property owned by the Trust, shall be binding on any Trustee unless it contains this paragraph or incorporates the same by express reference. Any Trustee shall be entitled to indemnification from the Trust assets against any claim against such Trustee, as such or individually, concerning matters growing out of the action by them as Trustees hereunder, whether well founded or not. 8. The term "Registry of Deeds" as used herein shall mean the Barnstable County Registry of Deeds; provided that if this Declaration of Trust is recorded or filed for registration in any other public office within or without the Commonwealth of Massachusetts, any person dealing with portions or all of the Trust Estate as to which documents or instruments are recorded or filed for registration in such other public office in order -6- to constitute notice to persons not parties thereto may rely on' the state of the record with respect to this Trust in such other public office, and with respect to such portions or all of the Trust Estate the term "Registry of Deeds" as used herein shall mean such other public office. WITNESS the execution hereof under. seal at Concord, Massachusetts, by the undersigned this 16 day of April, 1995. rs George D..) Jones, ,71 , Trustee James B. Jones, Trustee 69� Jean Jones Chen, Trustee by her attorney-in-fact James B. Jones COMMONWEALTH OF MASSACHUSETTS Middlesex, ss. April 1995 Then personally appeared the above-named George D. Jones, and James B. Jones, and acknowledged the foregoing instrument to be their free act and deed, before me. Notary Public My Commission Expires: l^ -7- 04-04-1995 09:50AM FROM OFFICE OF HENRY .1. DANE TO 0118614376237 P.09 SCHEDULE OF BENEFICIAL INTERESTS The undersigned hereby certify that they are the sole beneficiaries of the CAPE PROPERTY REALTY TRUST II established under Declaration of Trust of even date herewith and that the following are their respective beneficial interests thereunder: Share of Beneficiary Beneficial Interest Mary Elisabeth L. Jones one-third Wendy S. Jones one-third James Chen one-third ALL AS TENANTS IN COMMON, AND NOT AS JOINT TENANTS WITNESS our hands and seals this day of April, 1995. Mary isabeth L. Jones Wendy S. Jones Jame hen RECEIPT The .undprs ,fined hereby' certify that they are the sole Trustees,. under said Declaration of Trust and that said Schedule of Beneficial Interests has been filed with them this day of April, 1995. George D. Jones, III, Trustee James B. Jones, Trustee Jean Jones Chen, Trustee -8- TOTAL F.09 SCHEDULE OF BENEFICIAL INTERESTS The undersigned hereby certify that they are the sole beneficiaries of the CAPE PROPERTY REALTY TRUST II established under Declaration of Trust of even date herewith and that the following are their respective beneficial interests thereunder: Share of Beneficiary Beneficial Interest Mary Elisabeth L. Jones one-third Wendy S. Jones one-third James Chen one-third ALL AS TENANTS IN COMMON, AND NOT AS JOINT TENANTS WITNESS our hands . and seals this day of April, 1995. Mary- ElaLsabeth L. Jone Wendy S. Jo es James Chen RECEIPT The undersigned hereby certify that they are the sole Trustees under said Declaration of Trust and that said Schedule of Beneficial Interests has been filed with them this (8"et day of April, 1995. Geor• a D. ones, _' I, Trustee James B. Jones, Trustee �.2G.n llo�,cl C�c.,.J. V/K��'t� b� �cl c`�•�w�e•-� t.�-trkc f- l� �...... � • C� �-:f Jean Jones Chen, Trustee -8- t1 1 A j Ve `ti ti•z a r IT.) public Way) (40' Wide _ - �:�' :6 � � A •/ �a1sd,E �On Legend: Deciduous 1vWaShing y E1 9+ 9''Mch'1{1 T ri- { 0 Coniferous A*cck 6 h••lT +p t° ` rnti 75. 0'held) \\ Cedar �'7 0 < -•°f cf,`r �A` 's O Iron Pipe 5 I 1 styw f 11 CB/DH ' 21 i 3;g e �:•rah g+I 1 Geroge ` O Utility Pole o i� - t t t' 'Y *a t', fh R ' 4 Overhead Wires --tB-- Elevation Contour Location Map: SE1.� NOTES SInwnanThaw,nAnMppax.AlL�tnlam o - \ �-+2:L ` �Pv 1"=2.000t' Prior to Any Excavation For Ilia Pteim the Cw°aaw Shall Mek the Requhed NatiOmtion to Dig Safe(1-889-344-7233). Proposed 2 The Co,Neeta is RegdrtdbSetane Apptoptiak PHanita Fmm Town i 1 Addition Age- FaCaLiti.niCmsa Dfood bymiSupeA , i ' I `` ' I ASSESSORS REF.: 3.wlw.rn.asew<rune Mn:;ctoo water supply t;tlea emh Lineshen d' TM_, ,eA \ Per FEi A as I ' Bc Canab,x:tad ofclna 150 Ptenute Pipe titd Shall be Water Tokd Ib Per FEMA flRM 1 '. - - �.. Panel 250001 0016 D na:aew.m.6ghtnes.maatex.l,Wit.udeasmubeeanxmFiea" A Map 138, Parcel 10 Cooadlnation With CDMM Weta,and Shed be in A,xatdnna '-. r 2 .0 7H_2 / x Rev July 2. 1992 With 748 CMR 1.00.7,00R 310CMR 15.01 4.Ahmtdaanefrom-i.lit. irtdi AB coaporcnls. i l 5.All Se,Mmea Buried Thom Feet or Mom xSubjea l FLOOD ZONE: OVERLAY DISTRICT: to vcltiwlu Tragic b be FI-20 Lading.It u the Fnginera , Reaanonad,ti°n11wN-20AI.ay.1oU d.; B ' \ AP - Aquifer Protection District 6.install wmertigld Risen•td ea,e„m wtnin 6•ofFnianee ax.d< I / 2. ( Zone u & C i t aasepeaT.ntwaa.aowaDBax,amoneLe.al:eehx' o Nln. �T - Community PanellNo. 1 7.Septic Syamo to be hanal in A,and.nce WiN 310 CtdR 15.roR / / +�' �lq" f #250001 0016 D ZONE: 248 Chat LOD-7.00I.Auat Revision end tlw TownofB=Mbl,l � July 2, 19921 � ' 13-dofiteall6Roliol &All Piping to be&I,4.pvc. f F O I I 9.D.aax shall H...Minhnian lid.Diaetlaiat of 12',.td.Noinnon I I 1 iRF-1 (RPOD) S=pof6'. I ! f A I I Area (min.) 87,120 SF 10.The Sepmnti Between on Diatntre n the Scpne Tank b Inl end i m auBeb ea U the Shill be No l •n Liquid Depth.WnTm SiWI I i /�/ m I Ln H , Fron toe (min) 2D' a honiaun of 10'Dalaw th.Flaw Li-Oats Tcn Shall FaTmd 14' t ei i 1 O N t9j6 Oth Fmin) 125'' below Ne Fl-Line,.nd Shall be Egmppod With a Gas Beme. o j °' �+ $ ; Setbacks: I ' =z Front 30' a ff € m T Side 15'. I a eo o a Rear 15' \ m l NOTE: PERCTEST:14,279 z o 0 1.) The property line information shown was PaiFQIAfIDBY:CILWE4 ROWLAND,F3F-SN Or]IBtO compiled I W� Rl \ I j \� fled from available record information. SOB.EVALUATOR NO.135U "NE&%DBY:OOWAMIOR L".-TOWNOFBARN rf E I 1 FEBRUARY6,2011 I 2.) The topographic information was obtained SITE PASSED P a' from on on the ground survey performed on I ` o or between 17/MAR/06 & 24/APR%06. xa n TEST HOLE-1 m.s.o TES H LE-2 E2_la.o no o � antaYF4t.1mRv4-:::::::. ::::aapa;ERaloyx4r.a;.;�;:.: \ 3.) The datum used is NGVD '29, a fixed mean .BROWN - sntmYl.onaf -17J - sAN6TdoinT -n.z o sea level datum. B LAYER..Y.Te :Bu,�e toYR srs , ml i'n..oWLWteRowN , . YE2.wA'miB1wWN I 3 , I 'finish Glad. C LAYFR IOYR6I6 ' I '• f; � BROW6 YFLOw BRCOLW HtA . i�- 0.41 d1a�a� -!l MM SAND I4a• M1®.s,VID 12 I /.,` ,1y2 9 Mh C act d F71 1 50' PFRCTF3f 133 , talaROVia)1VATERQIWUMBRW nlI 25 GAW.ON900NE BI/MIN _ I I 1•' F/ a4• PFRC re<2MM/PI TAR-O.Ta .a I ! ,. / •'.\ ' Md P NoaRaR.vwAT®1ENWGNIER® I �� ; \ I -\ ,� i 2 ' iPa.stone .-.- - HO I CHAMBER LEACHING �}-sion. wash - ! \ „d stone TEST HOLE 3 ET.1eo I I TESTIHOLE 4 j EL.leo � ", �t \\, � \ • an LAYFn lovaao aA>:AYEx Im-R43 9ANDYIANI 1 SA°DYLOAM1t' 412'10 'BLA-YRare. -: t :BLAYF]C bYR a/6 YPLIAW1911 BROWN: I yda LBROFTt. CROSS SECTION OF CHAMBER CLAYEAI°YR 616 CLAS'J'R IOYR N61 1 13ROwNt411 YELLOWt115N `\ MEB.SAEro u• I BRontra.sA1 WI- 4. nor NOT TO SCALE 3r FFRCITST GA1,LOM G 153 TA4RBBtBINAtBR ENWUMgim 1T•a 1 25 ONE IN a A@l , !Parcel Area M PFRC RATE<2 MIWIN TAR-a.Ta 6.0 i , ' I�' ,7+0 Q.706f SF IP l Boasotmm nattttWta Taiiiiv t i'' I % i DESIGN DATA t II f 1 1 ! Reaoddod 0-ge/Playntoa II vrthe.tl Dorn ! i • l 11- I f 73 cJ, f IL7>a\ M;d Design,' `TBM El=b.t?'il" 1 20 W a an �� tmo®-3 Bed 110 GPD Top 'LCBIII i s 80'2 s \��/�1/e NaaatbapGrind. ' r V, ' Total Daily Flow-"0 GPD Los ' 1 �� Ll-I500 oat Septie Tank I , r Fo It.x 1 Way) 1 I iri I ,/I�`./ (public -- LEACHING AREA V VV 330 oPD/0.74(LTAR)-446 SF Req drzd .exneat Sidewxll-2(12'a 25')2'-148 SF (40' Wltfej _ EdOa a1 Pa Bohan Atei-(12'x 25)-30D SF Total Ptoidd-448 SF (A� I . l ' LEACHING CHAMBER DESIGN All Pip.to be Sehed A.40.Use i I 2-50D Gal.Leaching Chaab-ins I t 12 x 25 Weahcd Stone Picts as Shown. IF 1 i { See Nate 6(l)p.) F.C. EL.1 18.00•- •Final Foundation Cradin io BeF.G. IBM 1 I oar Ina a andscape Plon ' i Flow Equilizers _ IEL. 15.8 � As Required 1Perem tt d before i EL 1500 Gallon t Addition Septic Tank L 515 Too EL. 15.74 \l'u OFM Installer To , H-20 Required D-20 9 qsS ConlIrm Priar (See Note 5) H-qCy To Anv Work , = 'a 14 74 t p Leaching b aT�4 OHN C. G 4h .t�: To Be Installed On /r �{iFE��L?`:�6�{� Chamber t xn „i�w 1T�y i �To31e ompac a ase 8edding,'T"s, H-20 I' - Y' 4 , E Inspection Part, O MNp p as Per Title 5I/E»eaunferetl Rrmdve k Replace:: •�hV 1ijV 10'Min. - Slab Ail!)nsuttOhle Sods lYthtA 5 of '! n V VO '• 20'Min. - Foundation T,.he„Outer,Peflme(ef.pt::.Tha sybt0ni:: n e 0 �.Q TER� No r Groundwate FSSioNnL ENG� DEVELOPED PROFILE OF SYSTEM Per 1Test Hale 1 Groundwater NOT TO SCALE Per T.O.B. Maps Title: PREPARED FOR: PREPARED BY: Site Plan Michele Walker Sullivan Engineering, Inc.CD Ca eSury Proposed Improvements At PO Box 659 p 252 Sea Viewv Avenue in Osterville, MA 02655 7 Porker Road --� Barnstable (ostel„ittel) Massachusetts (508)428-3344(508)428-9617 fax Osterville MA 02655 0 (508) 420-3994 / 420-3995fox www.capesurv.com o to 20 40 60 t Date: Scale: ! Field: WHK/JPM/CTR/JOD Review: RRL/JOD February 7, 2014I 1 n=20E --1 wmwm?!N� I I Comp/Draft: RRL/CTR Drawing >¢12009006_Walker I I t } L CABINET SEAT CABINET 1 1 4 U.C. SINK EXIST. 12 REF. 12 MATCH 12 EXIST. 9kflD9CR b MATC •,,�pWCi1r 9 EXIST. S�►oK EXIST. EXIST. LNEWBENCHMOOK$GAMEROOM ENTRY OH 0 4 I I I I 4 RIGHT ELEVATION � I � 0 I o I o 26-0' FLOOR PLAN REAR ELEVATION ® ® ® ® FFM FRONT ELEVATION , PRELIMINARY DRAWING FOR DESIGN REVIEW BQ� COTUIT BAY DESIGN, LLC NEW ADDITION FOR: THEDESIGNION.THLDENOTIFIEOIFANY DINGCOTRAC SCALE : DRoWINGNO.: ERRORS OR OMISSIONS ME FOUND ON CONSTR THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD IN THESEDRA NSSLEFONSTRUC CONTRACTOR 1/4" = 1'-0" DESIGNER EDOF MY RR ORS OR WASH Al COMMENCES WITHOUT NOTIFYING THE WALKER RESIDENCE DESIGNEROFGS ESRSOROMISSIONS. DATE MASHPEE MA. 02649 THESEDMNINGS ME80LELY FOR THE USE c c OF THE OWNER NOTED.MY OTHER USE OF PH. (508) 274-1166 THESEDRAWMGSREOUIRESTHEWAITfEN 11/5/2013 od 253 SEA VIEW AVENUE OSTERVILLE, MA CONSEECTUR EDESIGIGH U PROTECTION FAX (50 ) 539-9402 ARCHRECTURAL COPYRIGHT PROTECTION ACT OF IBM. e-0 TYP. ROOF CONST. 12 -2 x 8 ROOF RAFTERS Q 16"o.c. MATCH EXIST.7 3'-4' -5/8*COX PLYWOOD ROOF SHEATHING 2 x 6's Q 16'oc -ASPHALT ROOF SHINGLES ..— 12 A -15LB.FELT PAPER MATCH -SPRAY FOAM INSULATION(R38) EXIST. -2-1 3/4'X 11 7/8"LVL RIDGEBEAM TOP OF PLATE P.T.2 z 10 LEDGER BOARD LAG BOLTED TO -SIMPSON H 2.5 HURRICANE CLIPS SOLID BLOCKING WI(2)LEDGERLOK BOLTS AT ALL RAFTER ENDS TOP OF PLATE I 16"o.C.W/JOISTS HANGERS -ICE/WATER SHIELD AT BOTTOM TO"OF ROOF .` I 6,-0" •WIND WASH BARRIERS (, NEW NEW A -ALUMINUM DRIP EDGE F BATH HALL -Fill PAN Z ACC s TYP.WALL CONST. W P.T Ex UER x = W/SEALER w I I 1.2 x 4 STUDS OD 16"o.c. _ I I a I 2.12"PLYWOOD SHEATHING 3/4"T 8 G PLYWOOD F V SUBFLOOR-GLUED 8 NAILED € 3.3"SPRAY FOAM INSUALTION(R20) CONC.BLOCK PIER I o 4.WOOD INTERIOR FINISH ON 30"x 30"z 16" 2'8" CONS.SLAB I m m 5.W.C.SHINGLE SIDING TOP OF FOUND. xURIC) a.c. TOP OF FOUND. 3-2z 10 GIRT DEEP CONS.FTG. I' x 6.TYPAR VAPOR BARRIER SPRAY FOAM 7.6 MIL POLY VAPOR BARRIER INSUL(R30) ACCESS 3-P.T.2 x 10 GIRTI I a F 4 NEW PANEL B I a CRAWLSPACE DROP NACCE SS WELL 2-1 3/4' 11 7/8'LVL RIDGE •1 PK I 8 INSTALL DRAIN — — T12.6's 9 16'o.c. C.SLAB �2 SHELF! I I A SECTION N@ BATH/HALL I A2 NEW 12"DIA.CONS. A SONOTUBES TO 4'0" BELOW GRADE A 6'-0" A2 USE SIMPSON ZMAX ABU44 POST BASE 4 4 NEW 8"CONCRETE N E W FOUNDATION WALLS BATH W18'x 18"CONCRETE FOOTINGS TO 4'0" En BELOW GRADE x s o.C. ROOF FRAMING PLAN FOUNDATION PLAN EXIST.FOUND. NEW 8"CONCRETE WALL TO REMAIN FOUNDATION WALLS WI 8'z 18"CONCRETE FOOTINGS TO 47 - • BELOW GRADE 15" INSTALL 5/8"ANCHOR BOLTS AT 54"o.c.MAX. W/SIMPSON BPS 518-3 BEARING PLATES �� 6" S" PLACE BOLTS WITHIN6%15"OF EACH B SECTION (()) BATH CORNER AND TO A 8'MINIMUM DEPTH v a� `� A2 NAILING SCHEDULE 0 —j • i I] 110 MPH EXPOSURE B WIND ZONE ` JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2.tOd EACH END RIM BOARD TO RAFTER(END NAILED) 2-16d 3-76d EACH END d P.T.2 x 6 SILL W/SEALER WALL FRAMING: 2! TOP PLATES AT IN 6d TERSECTIONS(FACE NAILED) 4.16d S16d AT JOINTS STUD TO STUD(FACE NAILED) 2-1 2-t6d O HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Sd 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2.8d 2.10d EACH END ANCHOR BOLT DETAIL TYPICAL ASPHALT BLOCKING TO SILL OR TOP PLATE(TOED)LED) 31fid 3.1Od EACH BLOCK ROOF SHINGLES LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4-16d EACH JOIST � JOIST ON LEDGER TO BEAM(TOE NAILED) 38tl 310d PER JOIST 518"CDX PLYWOOD SHEATHING BAND JOIST TO JOIST(END NAILED) 316d a16d PER JOIST SCALE:1/2"=1'-O" 2 x 8 RAFTERS f 159 FELT PAPER BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT SIMPSON H 2.5 HURRICANE CLIPS ROOF STRUCTURAL WOOD STRUCTURAL PANELS(PLYWOOD) WIND WASH �� 3'0"WIDE ICENJATER SHIELD RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 1Dd 6"EOGEl6'FIELD BARRIER RAFTERS OR TRUSSES SPACED OVER 16'o.c. Sd 10d 4'EDGE/4-FIELD INSTALL TWO FULL HEIGHT STUDS 8 TWO JACK ALUMINUM DRIP EDGE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Sd tm 6"EDGEl6"FIELD STUD AT EACH SIDE OF ALL ROUGH OPENINGS GABLE END WALL RAKE OR RAKE TRUSS Sd 1Od 6'EDGE/6'FIELD FASCIA,SOFFIT,8 FRIEZE WI STRUCTURAL OUTLOOKERS 1 x 3 STRAPPING W/ BOARDS TO MATCH EXISTING GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS Sd 10d 4-EDGE/4'FIELD WINDOW 12"GYPSUM BOARD CEILING SHEATHING: — GYPSUM WALLBOARD Sa COOLERS T EDGE/10'FIELD WALL SHEATHING: 2 x 4 WALL TYP.2 x 4 WALLS WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24'o.a ed tOd 6'EDGEl17 FIELD 1?825TJ2-FIBERBOARD PANELS Sd — 3-EDGEl6'FIELD 1/7 GYPSUM WALLBOARD Sd COOLERS — _ 7 EDGE/1O'FIELD (ROUGH OPENING) JACK STUD DETAIL AT ROOF FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) R.O. STUD DETAIL 1'OR LESS THICKNESS B4 1. 6 EDGa FIELD SCALE:1!2"=11-0I GREATER THANK THICKNESS Iod 6d 6"EOGE6 FIELD THE DESIGNER SHALL BE NOTIFIED IF MY SCALE : DRAWING NO. ERRORS OR OMISSIONS ARE FOUND ON aQ� COTUIT BAY DESIGN, LLC NEW ADDITION FOR: WLLBETHESE RESPONSBLEFOWNGS PRIOR OHECONT 1/4 = 1 -0 CONSTRUCTION.THE BUILDING CONTRACTOR 11 1 11 43 BREWSTER ROAD WLLESE'RAON GSI FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION A 2 MASHPEE MA. 02649 WALKER RESIDENCE COMMENCES WITHOUT E SOLELY TH DESIGNER OF ITHOUTORSORNG THE DNB. DATE o cam+ THESE DMWNOWNER NOTED.MY OTHER HER THE USE PH. 5O8 274-11 VV THESOF E OVWNGOTED.ANYOTHER ITTE ( ) CONSENT ENTOFTEDEIGNER NDERTHEH 11/25/2013 FAX (508) 539-9402 253 SEA VIEW AVENUE OSTERVILLE, MA CON SENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF IE4O. Ave 1- lil Way) • e � � (40 Wide 12x6ngt ® n _ _ T of pavemen -i 3� Le Vend: a Edge --. Washl 12x - -� �- _• • r 3 ` 7 120 OHW- - O Deciduous 120 - - % OH .' • r � ,� �,:+. a ,x5 f \ - oH� - - - -- - - 0 Coniferous off PROVI \ 0 US - s FOdH S ' held _ IMPER R1 R : \ Cedar � � 1 � ..Q'3a =M'- �.• �• �r4�z',T"A�""' 4yS�i.'`�T�r.r.;, 'H`3,�'�` � ` Cl , 's Iron Pipes � � � � 0 25 \ T 0 C B/D H 1 sty w/f '05PROP "' V Utility Pole} Garage -VENT QED A•S. otrw- -- Overhead Wires PRO o a 7 P P IN. �_ -- - 18 - -- Elevation Contour D B Location SEPTIC NOTES / P �Qr .` \ x" \ �p��/ Map: 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 1"-2,Q Q Q f' Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-88 8-344-7233). / roposed 2.The Contractor is Required to Secure Appropriate Permits From Town / dditlon Agencies For Construction Defined by This Plan. ❑ 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall / 1 t8x6 Zone Line as ASSESSORSl�� Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 1 Per FEMA FIRM REF: _- I Assure watertightness. In General,Water Lines Shan be Constructed in 1 - I Panel gi 250001 0016 D Map 138, Parcel 10 Coordination with COMM Water,and Shall be in Accordance 2 ❑ x Rev July 2. 1992 ' P With 248 CMR 1.00-7.00&310 CMR 15.00. D �� P 4.A Minimum of 9"Buried Cover is Required for S Components. SPA OVERLAY DISTRICT: 5.All Structures Buried Three Feet or More or Subject G,f( ❑ x - ✓ �L�/�1 n "f��E. to Vehicular Traffic to be H-20 Loading.It is the Engineers fold FLOOD `.,/i9 V -- Recommendation that H-20 Always beUsed ! _4 Zone B & C AP -- Aquifer Protection District 6.Install Watertight Risers and Corers to Within 6"of Finished Grade ` ❑ CU Over Septic Tank Inlet,and Outlet,D-Box,and One Leaching Chamber. 1 1a*� Community Panel No. 7.Septic system to be Installed in Accordance with 310 CMR 15.00& / f 6)0 -1<{' 25 Q 001 OQ 16 D 248 CNIR 1.00-7.00 Latest Revision and the Town of Barnstable - Board of Health Regulations. ❑l J/ July 2, 1992 ZONE. 8.All Piping to be Sch.40 PVC. / 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum / I RF-1 (RPOD) Sump of 6". / ❑ Area (min.) 87,120 SF 10.The Separation Distance Between the Septic Tank Inlets and (� Frarl t a Q e (min) 20' Outlets Shan be No Less than the Liquid Depth.Inlet Tees Shall Extend o a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" ❑ CD hj 9x6 v Width (min) 125 Below the Flow Line,and Shan be Equipped With a Gas Baffle. �x5 ` Setbacks: ❑ ' i 4 Fron t 30' i o _ _❑ csi v c Side 15' _t- •' = 18x5 - (b Rear 15' m , I o NOTE: �? o PERC TEST: 14,279 _ ---�� 1.) The property line information shown was � �----' � PERFORMED BY:CHARLESROWLAND,ELT-SULLIVAN ENGINEERING m compiled from available record information. SOIL EVALUATOR NO.13586 WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE FEBRUARY6,2014 i 00! 2.) The topographic information was obtained rve i SITE PASSED R{� from an on the ground survey performed on or between 17,/MAR i06 & 24/APR06. TEST HOLE-1 EL.18.0 1'EST HOLE-2 FL 18.0 -- -- _- 1ax9 CO WA LAYER.l0YR4CI O/A LAYER I0YR4.3 \ Is NGVD 29, a Iaiiowxr ::19ROWN : ':.'�:.':: .'. �• ? �. ) The datum used fixed mean 8" :•.'........ sr:NnY I.t>1ina. .: 17.3 10 snrrliY'LaAmL::::::':::. 171 sea level datum. BLAYER 10YR3l5.'... B LAYER l0YR3l6 ; 1gx3 YELLOWISH BROWN: YELLOWISH BROWN 24 .-. -..-LOAMYSAND 1&0 22" - ... _LOAM'Y'SAND... 16.2 � F'ini.sh Grade C LAYER 10YR 6/6 C LAYER t OYR&6 BROWNISH YELLOW BROWNISITYEI.[AW - _ H F MED.SAND 144" MED.SAND _6.0 : 16f2 g n - 30" PERCTEST� 15.5 NO GROUNDWATERENC.OUNIERED i I�1 Compacted Fill Filter 2S(!At-TONS GONE IN 4 MIN. \ t Fabric 144" PERC RATE<2 MIN/II3 TAR=0.74 6.0 i. / �� And/ar NO GROUNDWATER ENCOUNTERED 1 } + '/ \ z2 - PeaStone" }8 \ \\ 3' 3/4" - 1 1 LEACHING Double wash TEST HOLE-3 EL.18.0 TEST HOLE-4 EL..18.0 / ' 1Yl CHAMBER stone O!A LAYFdt 1 QYR 4C3 OlAI.AYER 10YR 4C3 � . 17.1 8" SANDY LOAM:. 17.4 12" --- .::..:.. B'LAXER IOYR 5/6 .. B LAYER 1DYR'5/6 (,,�/��/( YELLi)WISHBROWN.': YELLOWISH-BROWN i / \ CROSS SECTIONOF C1 !/"RIV/BER 23 .. LOAMY SAND. ... 16.1 23 LOR&.P'L 4ANPY::. .... .. 16.I .. --- � C LAYER 1 OYR 616 C LAYER I OYR 6/6 \ BROWNISH YELLOW BROWNISH YELLOW To 1✓At�rV®!N T SCALE MED.SAND 144" MF.D.SAND 6.0 x2 I 32" -PERC.TEST 15-3 NO GRvt1NDwArER-CP4 0CM-TU eD Parcel 1 Area 25 GALLONS GONE IN MIN. arc 17x8 144" PERC RA7E<22 MINJN TAR_0.74 6.0 •: 1-:7,706.E SF Fnd NO GROUNDWATER ENCOUNTI ED _ ' DESIGN DATA 1 Remodeled Garage/Playroom With Bathroom a �'•---.i8xo\, Mid Design TBM EI=16.8' NGVDn< Fin " , 1/1/ - -3 Bedroom @ 110 GPD -"dent LY Top of LCB 7 80* +_ dgeaf Pc-e. �' No Garbage Grinder _�--" 1`xe _._ Total Daily Flow=330 GPD - - - LCB Ave Use a 1500 Gal Septic Tank J Fnd 17x4 V 1k W (Public wow) ,8x.3 __---_--. LEACHING AREA. ("100 t - -��- 330 GPD!0.74(LIAR)=446 SF Required e of pavemen Sidewall=2{12'+25')2'=148 SF (40' �ldU _ Ed9 Bottom Area=(12'x 25)=300 SF Total Provided=448 SF Sea LEACHING CHAMBER DESIGN 7x6 All Pipes to be Schedule 40. Use 2-500 Gal.Leaching Chambers in a 12'x 25'Washed Stone Field as Shown. F.F. 18.3 f See Note 6 (typ.) F.G. EL. 18.00* - *Final Foundation G ding To Be / F. oorainoted dscope Plan a Flow Equired EL. 15.8 �� As Required Assumed _ Permitted before EL. 15.00 1500 Gallon -- - � � Septic Tank FL. ' Addition p Top EL. 15.00 OFI14,q installer To H-20 Required 14.50% D-Box ` . 5 See Note 4 EL. 14.33 oy Con firm Prior ( ) H-20 JOHN C. To Any Work EA Leaching Chamber ll NIL r n Y' ��- To Be Installed On� Bedding, Chamber H-20 �,'gb.48168 i I, u P Viable Compacte�c Sose 9, Bot. EL. 72.00 Inspection Port, - QF .. (� 10' & Baffels ................ . 9p�FSS FIST L �j -- Min. 10' Min. - Slab as Per Title 5 ::::::All:.: Unsu tot l2;S0 Sa VVit n S lafe NA 20 .Min. - Foundation Tiir3.:aw#fir �erirri:et�r..pf: TFI� Sysfirri: EL. 6 No Groundwater Per Test Hole 1 DEI EL®PEf? PROFILE of SYSTEM EL. 1 �_- Groundwater REV.: Add Spa & Relocate Septic _ 64116114 I I N�r1..!!T V'ra SCALE Per T.U.B. Maps TITLE: PREPARED FOR: PREPARED BY.' rn Site Plan Michele Sullivan Engineering, Inc. y Proposed Improvements At walker PO Box 659 CapeSury 252 Sea View Avenue in __ Osterville, MA 02655 7 Parker Road Barnstable ostervine Massachusetts (508)428-3344 (508)428-9617 fax Osterville MA 02655 (508) 420-3994 / 420-3995fox www.copesurv.com 20 o 10 20 40 so DATE: SCALE. I I Field: WHK/JPM/CTR/JOD Review: RRL/JOD February 7, 2014 1 =20F Comp/Draft: RRL/CTR Drawing # 2009006_Walker I i GENERAL SPECIFICATIONS SIZE. DEPTH. REFERENCE NUMBER. TILE: COPING: P • I _ CO DECK:TYPE: EXISTING PATIO: N/A FINISH:TYPE: m. PUMP:TYPE: r SIZE. TBD FILTER.TYPE. SIZE. TO BE DETERMINED ; HEATE i R TYPE. SIZE. f SKIMMERS: 5 LIGHT:TYPE: REQ'D: POOL CONTROL: CLEANING SYSTEM: f SANITIZATION SYSTEM: TD CT OTHER: i SPA SPECIFICATIONS SIZE: ELEVATION:. . THERAPY JETS: THERAPY PUMP, CON • y.� 71 `l.1" ii CONTROLS: LIGHT. #4 DwL. ® 12 O.G. T'rP. SPILLWAY. �3) 4 GONT. TY', OTHER: # 5 12 O.G. E.N. -CTi } .. ., ,I o Tt�i�OUC�f� C,�UT` ANT(izE SPA WALL , 12 wA S 1...L , P FLOOR ' - i irw hwo-l+6 Ldf v1 «a'V iii�tVi HYI7RZOSTATI G RELIEF VALVE , I 4 @ 12 O.C.- INSTALL PER MANUFACTURERS �.w. SPEG I�'I G,�T1 ONS T# OUCH OUT EN-T POOLFLOOR L R Fool Notes. i I . Assume maximum safe so E L bearingressure _ 2,000 p 2. All oola aro to be laced on . natural undisturbed _ p material or, compacted era nu lar f i I I . Subsoil bearin strata s x hall be free from a ! I ve etation loa . .�...�. .._.. - ....w..� m and or anic material . ; r 3. ]�o not lace bac�kf i l I a ainst pool wa l Is: until ; all wa l Is �' O - mN.I have obtained � da _ pure stren th, , _ .. E 1 4. All pool floors shall be laced o ' , p n a i � layer of � SL Y QLts. gushed stone compacted to �5/ standard proctor densityat tt,he optimum moisture content. � p I STRUCTURAL NOTES 5hotcrete , I . Shotcret�, mixture, form-word deliver placement and I . III construction is to Conform to the Massachusetts � _ delivery/ _ reinforcement orceement shall I conform to all l ' ro u ire NAME. WA LKER RES state bu i l d in code and.. all I applicable. roduct and des i n mints of, AG gp g `� ADDRESS: E 50 .2- S AVIEW AVE • �f ( latest '-edits®n) unless otherwise noted . .standards . absence of s ecif is - items from these p i 2 Concrete materials' shall e CITY. OSTERVILLE MA ZIP: draw in S does not inf or that the contractor !s re l ioved b ST1 G Type, i Portland g yp • RE ' cem .Pint. Sand and ravol . a re ates shall be RES. BUS.PHONE: f rom the statutory* code re u irements g g� norms wei ht and c onforr to STM G�5 Standards , A reate 2. I I mate is and methods of construction shall g gg conform to the approved ru I es . and standards for not meetin ASTM G55_ standards` may be, used provided _ p p y p CUST OMER SIGNATURE: DATE materials, tests, and re uirer�ents of accepted pro construction te sts demonstrates the shotcrete can �i, p meets ec i F ied re u irements. A l l concrete shall l I be VIOLA en ineerin practice. as I isted in Appendix A of the p �1, g g p pp _ . , ASSOCIATES air entrained. Goncr�ote compressive stren th f c in 2a Massachusetts State �u i I d in Code . p , ( � g -g 110 ROSARY LANE, UNIT A, LL digs Allconcrete, i w®r�G_ �,®®O S ! HYANNIS, MA 02601 Jp (508)771-3457 VIOLAASSOCIATES.COM ORN.BY: DATE REV.NO.: DATE: MARCH13.14 SCALE 3/8 1