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1541 SERVICE ROAD
uu s y� UPC 12543 Now a H4STty48: Uff TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J Parcel wv` Application # Health Division Date Issued ?J l Conservation Division Aoplicatior Fee Planning Dept.. Permit Fee S Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address 1541 SOVI eE Rr) 1. 0r 3) &S VJCE_ R.D. - Village W d _YMAJSTW_,e Owner 1_UA1D1h9L4-Y) Address Telephone 5WJ e21a -O7 f 9 Permit Request GOeV 5-neUcv- /A J-6)q5VA10 y/NyL L i zk/sg Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ReS Flood Plain Groundwater Overlay Project Valuation I m 4 Construction Type VIA NI, L/4F�R Lot Size l0 75" ACRL-3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) `7�!4 Age of Existing Structure Historic House: ❑Yes ❑ No On Old K-O"s Highway: m es ❑ No 0 � _ Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (siq - cn Number of Baths: Full: existing new Half: existing mew a— Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name V/699 /951;5Gfiww Telephone Number ;52!78 771- 34S 7 llO RQS � G�cl. Address ` License # CS �fv33-2 Oz Ol Home Improvement Contractor# 14&4 36 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN S/ s SIGNATURE' DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION I fit - - FRAME ` INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL =h . PLUMBING: ROUGH FINAL• , -GAS: ROUGH FINAL "FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NOS The Commonwealth of Massachusetts Department of Industrial Accidents 99 Office of Invesdgations 600 Washington Street Boston, MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name (Business/Organization/IndMdual): Address: J/6 c City/State/Zip: M Q2(o© Phone#: 8- 7 + 45` Are you employer?Check the appropriate box: Type of project(required: . 1. am a employer with � 4. ❑ I an 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' o workers'co c # 9. []Building addition [N comp. insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their ❑ g repairs or additions 11. Plumbin myself [No workers' comp. right of exemption per MGL I2.❑Plumbing repairs insurance required]t C. 152, §1(4), and we have no employees. [No workers' 13• er VIAIyG 21LI MI comp.insurance required.] L '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 wort and then hire outside contractors must submit a new affidavit indicating such. lContractors 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: / S. -0. . Policy#or Self-ins,Lic. Expiration Date: Z f Z Job Site Address: City/State/Zip:_BAgAf WZ,I: t Miq 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 S 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 a er the pains and penalties of perjury that the information provided above is true and correct Si ature: Ill ll/ Phone#: F only. Do not write in this area, to be completed by city or town offcciaL n: PermitUcense# hority(circle one): Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector son: Phone#: ACOR4 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 0411112011 PRODUCER '(508)393-7744 FAX (508)393-6983 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC - Main ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 1129 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 155B Otis Street Northborough, MA 01532 INSURERS AFFORDING COVERAGE NAIC# INSURED Viola Associates Inc. INSURERA: Acadia Insurance Company 31325 P.O. Box 389 INSURERB: Centerville, MA 02632-0389 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MM/DD/YYYY DATE MM/DD/YYY GENERAL LIABILITY CPA0217962 0412912011 0412912012 EACH OCCURRENCE $ 1,000,00C DAMAGE TO RENTED X1 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,00( CLAIMS MADE F-K OCCUR MED EXP(Any one person) $ 15,00( A PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00t GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICY X PRO- LOC JECT AUTOMOBILE LIABILITY MAA0217963 0412912011 0412912012 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00C ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ A X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WCA0218000 0412912011 0412912012 X AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE[— E.L.EACH ACCIDENT $ 500,00 A OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Town of Barnstable REPRESENTATIVES. 200 Main Street AUTHORIZED REPRESENTATIVE Hyqnnis, MA 02601 Francis Kittredge (EO)/CLUl ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THE�y- Town of Barnstable Regulatory Services MAM B' Thomas F. Geiler,Director 1639 �0. - - --- - - - o ter' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 - Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder I, LOR/ LunlDtf02,M , as Owner of the subject property hereby authorize -1/009- to act on my behalf, in all'matters relative to work authorized by this building pe=ait. IS4 I s V/a-e— Rlb is /YJl9 (Address of ob) Pool fences and alarms are the responsibility of the applicant. Pools -----are not-to-be-filled-before-fence-is-installed-and-podls are not to be �'-- utilized until all final inspections are performed and accepted. Signature of Owner . Signature f App cant 1 Print Name Print Name Date i Poolguard Alarms-pool alarm,door alarm,gate alarm,pool safety,child safety http://www.poolguard.com/door.asp N6MEI C'ONT ACT'USI eUYPOOLOUARD I PRODUCT MANUALS I WARRANTYRE6fSTRATIOR t,�• � t mow �•tat,ro rOOLGUARD FAKES oo uar � tn„ae uTd�f7��1d a1CeI1:{�lwtJFID 07 ir2 Poolguard Alarms: DOOR ALARM-Model DAPT-2 Inground Pool Alarm Above Ground Pool Alarm Gate Alarm Door Alarms-NEW •Door Alarm-DAPT-2F (Sounds in 7 seconds) Door Alarm-DAPT-WT (Sounds Immediately) F Other Information: •Contact Us Buy Poolquard •Product Manuals •News From Poolquard •Warranty Registration f i POOLGUARDIPBM INDUSTRIES,INC. -UL Listed to UL 2017 has been manufacturing pool alarms,door •Important Safely Feature alarms,and gale alarms since 1982.All Complies With Building Codes Poolguard products are proudly Made In Simple To Operate the USA.Poolguard Door Alarms comply Automatic Reset with all building codes and are UL Listed Battery Powered under UL 2017.The majority of children Easy To Install that drown in pools go out the back door 85 dB Horn At 10 Feet first and Poolguard's Door Alarm can help •Pass Through Feature For Adults protect those doors. Low Battery Indicator POOLGUARD DOOR ALARM 1 Year Warranty r • The Door Alarm will sound in 7 seconds when a child opens the door, and the alarm will continue to sound until an adult comes to the door and resets the alarm. • Poolguard Door Alarm will sound in 7 seconds even if a child goes through the door and closes it behind them. • The Door Alarm is always on and will automatically reset under all conditions. • Poolguard Door Alarm is equipped with an adult pass through feature that will allow adults to go through the door without the alarm sounding. • Optional screen door kits can be purchased for the alarm,this kit allows you to get air through your screen door without the alarm sounding. • Poolguard Door Alarm uses one 9-volt battery,(not included)with a battery life of appropmately 1 year. • The Door Alarm is equipped with a low battery indicator that will audibly alert you when your battery is getting low. • Poolguard is the only door alarm that is UL listed under UL 2017 for water hazard entrance alarm equipment. Door Alarm PDF manual 1 of 2 10/6/2009 3:07 PM Life Saver Pool Fence : Self-Closing, Self-Latching Gate 0 °ing System. The Life Saver Self-Closing gate uses only the most proven latch and hinge system. The Magna-Latchhas been tested to more than 400,000 cycles. MAGNA-LATCH gate latches E 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 r'agnet draws a latch bolt from one housing into the other, latching it securely. No pmount of shaking, pushing or pulling can disengage the latch. The concept is so advanc d it boasts international awards for design excellence. safety codes including all codes latch ha 5been designed to meet strict international The atc , 9Y 9 relating to svV'mming pool gate safety. The dangerous problem of a gate "resting on the latching mecanism", 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 wth 'mechanical' gate latches. Quality TRU-CLOSE gate hinges are the latest technology in F,,ffffilffp adjustable, self-closing gate hinges for swimming pools, households I01010 1U�� XTf and other safety gate ap ications. rwi These strong, revolutiona hinges are injection-molded from a special blend of glass-fiber reinfo>ced polymers, which means they never rust, bind, wear, sag or stain. I The superior strength anc gust-free performance of TRU-CLOSE means the hinges offer d ruble the life expectancy of any comparable product. f e internal torsion spnn `ris made of high-grade stainless steel to ensure smooth, powerful `losure and long life, even in the harshest seaside or and environmt nts. 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 + http://www.poolfence.com/gate.htm (1 of 2) [9/19/2008 2:20:57 PM] y 4 Y• r fr : • & x r tk • S'S. ��a# '�t s �+T a � i fit r� �t ,i's ,. � � � yyPt � i 1 Massachusetts- Department of Public Safety Board of Buildin.7 Re�-ulations and Standards Construction Supervisor License j j License: CS 76332 KEVIN BOYAR PO BOX 716 �` i W BARNSTABLE, MA 02668 Expiration: 9/5/2013 1 ('iunmissiunrr Tr#: 4529 Office of CtldsS3JP%Y`�f'yw&w sined"�eglrWIati n rldeffy F�c E IMPROVEMENT CONTRACTOR istration: 1q 6Type:xpi ratio n:�4/26120T3 :_ : - Supplement C, VIO SSOCIATE6°,_— KEVIN BOYAR �..- yip✓ P.O. BOX 389 CENTERVILLE, MA 02632' • � Undersecretary { I License or registration valid for individul use only i before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 f,''rd Boston,MA 02116 i s r lid without nature i ail l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION sa33 MS Map y' Parcel Y �J Permit# E30 ?-(� Health Division v as 6ocih, &kvtxj�O,KPP Date Issued a P.©o Conservation Division �' J /70/ AZ M1-1Xa%/ C�9L s� ee 6 Cl�0-5 Tax Collector ( S� � J SEPTIC SYSTEM MUST CE Treasurer 1 I �ST� � E LLED IN COMPLdANCE � Planning Dept. _A& Gf z4-eti �4 ST.` WITH TITLE 5 Date Definitive Plan Approved by Planning Board / -2 ENUJRONMENTAL- /y— �r ,,�. C ��D a EPd �20 wo 4— u, V Tovur� EGUL�� Historic-OKH PUalion/Hyannis i2 s L •.,, ,, _ � Project Street Address L67- J jP j— Village (,A)e�-r Owner -� Q,!&/,� Address ]Zb .w. t A)�AA 15-r- }Yff s Rkp?W( Telephoneo�""��0 Permit Request ��7 T �- 2M� 7L( 0 =5� LGkn�96 /����-/ ��.�c� Lam/ •¢�7�c��D �' - i Square feet: 1st floor: existing proposed 2nd floor: existing proposed Zed Total new Valuation ��6g-a0 Zoning District Flood Plain Groundwater Overlay Construction Type �� Lot Size �• Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. L� APR 18 2001 Dwelling Type: Single Family 49"' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes !' o On Old King's Highway: ❑Yes QKo Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) /� Basement Unfinished Area(sq.ft) /0 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: Q Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New�_ Existing wood/coal stove: Cl Yes 14-No Detached garage:❑existing new sizePool:❑existing ❑new size �q Barn:❑existing ❑new size' Attached garage:❑existing %.aew size 22 X24 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name I (fZ)So)� eS Telephone Number Address )C_>0 169DC /16-3 License# —i"O Vyy�n /954 Home Improvement Contractor# ®Z� Z Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t. SIGNATURE DATE z-2_7__6 C L �� �414Z FOR OFFICIAL USE ONLY PERMIT NO. 'N DATE ISSUED MAP/PARCEL NO. ` F ADDRESS VILLAGE OWNERIs DATE OF INSPECTION: FOUNDATION / c? FRAME ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 'Aa MZC) CIE?�fff�:21 C,LOS C Milo���G�3v�': y,� I , 1 1 -- 1 2 0_0 0_0 0 0� 0_.:1 m 0_0 1 QUITCLAIM DEED 1, JEAN CAPPELLUCCI, of Cotuit, Massachusetts for consideration of SEVENTY-THREE THOUSAND AND 00/100 ($73,000.00) DOLLARS paid, grant to LORI A. LUNDHOLM, of 566 Marstons Lane, Cummaquid, Massachusetts 02637 with QUITCLAIM COVENANTS, the land together with the buildings thereon in West Barnstable, Barnstable County, Massachusetts, bounded and described as follows: t Northerly by Access Road, a distance of one hundred fifty and 00/100 (150.00) feet; Easterly by Lot 4,as shown_on the plan hereinafter referred to,a distance of five hundred eighteen and 01/100 (518.01) feet; Southerly by land now or formerly of Nancy M. Szurley and by land now or formerly of the Greenbriar Corporation,a distance of one hundred thirty-four and 64/100 (134.64) feet; Westerly by land now or formerly of Bernard J. Paritz,a distance of five hundred eighty- five and 16/100 (585.16) feet. Said parcel contains 76,242 square feet,more or less, (+/- 1.75 acres) and is shown as LOT 3 on a plan entitled"Easement Plan of Land for Bayberry Homes in West Barnstable,Massachusetts,Scale: 1" = 50', Date: August 27, 1987, prepared by All Cape Survey Consultant, 172 East Falmouth Highway,East Falmouth,Mass."and recorded with Barnstable Registry of Deeds in Book 439,Page 26. Subject to and together with the benefit of all rights, restrictions, easements and rights of way of record, insofar as the same are in force and applicable. For title, see deed recorded with the Barnstable County Registy of Deeds in Book 6213, Page 52. WITNESS my hand and seal this__LL day of November, 1999. AN CAPP LUCCI �� La�rnssi rnv �'x�o�rec i • I I MAScheck 'COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-26-2001 COMPLIANCE: PASSES Required UA = 553 Your Home = 490 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 1788 30.0 0.0 63 WALLS: Wood Frame, 16" O.C. 3024 19.0 0.0 182 GLAZING: Windows or Doors 294 0.500 147 DOORS 63 0.210 13 FLOORS: Over Unconditioned Space 1788 19.0 0.0 85 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The H A quipment selected to heat or cool the building shall be no greate 5° of e design load as specified in Sections 780CMR 13 .4. Builder/Designer Date 0 • y. i *MAScheck INSPECTION CHECKLIST Massachusetts Eftergy Code MAScheck Software Version 2.01 DATE: 2-26-2001 Bldg. l Dept. l Use I I I CEILINGS: [ ] I 1. R-30 Comments/Location I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-19 Comments/Location I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.5 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ) No Comments/Location I I DOORS: ( ] I 1. U-value: 0.21 Comments/Location I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location I I.AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be I provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. i I " I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ _J I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I� PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" 1`. Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 { Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 1 refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 1 1.0 1.5 2.0 I 140-160 0.5 1 0.5 1.0 1.5 1 100-130 0.5 1 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- ✓`. e.wnowawallx a�/�aaaac/ucaek3 a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR CE Number CS O44470 + t Expires:09/03/2002 Tr.no: 1136 1 Restricted To: 00 WILLIAM R DICKEY _ 7 JONES LN L�»•e v % BUZZARDS BAY, MA 02532 Administrator t TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HOME OFFICE HARTFORD, CT License and/or Permit Bond Bond No. 103300895 KNOW ALL MEN BY THESE PRESENTS: That we, Ridgewood Custom Homes, P. 0. Box 1663 , Sagamore Beach, Ma. 02562 (hereinafter called Principal ) , as Principal and Travelers Casualty and Surety Company of America , a corporation organized and doing business under and by virtue of the laws of the State of Connecticut, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of Connecticut, (hereinafter called Surety) , as Surety, are held and firmly bound unto TREASURER OF THE TOWN OF BARNSTABLE Hereinafter called Obligee) in the just and full sum of One Thousand Dollars and 00/100------------- Dollars ($ 1, 000. 00 lawful money of the United States of America , for the payment of which, well and truly to be made, we hereby bind ourselves and each of our successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, WHEREAS, the Principal is desirous of obtaining a permit under Zoning Section 1269 of the Town of. Barnstable to build a structure on Lot 3 Service Road, Barnstable, Ma. NOW THEREFORE, if the said Principal shall faithfully observe and keep each and all of the agreements, stipulations, conditions, specifications and provisions by the said Principal to be kept and performed, contained in said permit issued to the said principal , according to the full extent and spirit of said permit and the ordinances of the said Obligee now relating, or that may relate thereto and shall indemnify and save harmless the said Obligee from all liabilities, loss and expense whatsoever which the said Obligee may incur and suffer arising out of the issuance of such permit, and shall make no default therein; then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these Presents to be duly signed and sealed this 26th day of February 2001 Principal Travel s Casu lty, and °Suretv Company of America _ety c tLorney--in fvct Rosalie B. Swift - I Y TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Hartford,Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FAC?' KNOW ALL MEN BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, a corporation duly organized-under the laws of the State of Connecticut;and•having its principal office in the City-of Hartford, County of Hartford, State of Connecticut, hath made, constituted and appointed, and does by these presents make, constitute and appoint Noel J.Almeida, Fred W. Fay, Kenneth R. Forster or Rosalie B. Swift** of Sandwich, MA, its true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, or, if the following line be filled in,within the area there designated the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto not exceeding the sum of TWO HUNDRED FIFTY THOUSAND($250,000.00)DOLLARS per bond" and to bind TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, thereby as fully and to the same extent as If the same were signed by the duly authorized officers of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, and all the acts of said Attorrney(s)-in-Fact. pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Company, which Resolutions are now in full force and effect: VOTED: That each of the following officers: Chairman, Vice Chairman, President, Any Executive Vice President, Any Group Executive, Any Senior Vice President, Any Vice President, Any Assistant Vice President, Any Secretary, Any Assistant Secretary, may from time to time appoint Resident Vice Presidents, Resident Assistant Secretaries, Attomeys-in- Fact, and Agents to act for and on behalf of the Company and may give any such appointee such authority as his certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors may at any time remove any such appointee and revoke the power and authority given him or her. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the Chairman,the Vice Chairman, the President, an Executive Vice President, a Group Executive, a Senior Vice President, a Vice President, an Assistant Vice President or by a Resident Vice President, pursuant to the power prescribed in the certificate of authority of such Resident Vice President,and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary or by a Resident Assistant Secretary, pursuant to the power prescribed in the certificate of authority of such Resident Assistant Secretary; or (b) duly executed (under seal, if re-yui-c„� �y o.. or!nerP Attomevs-in-Fact pursuant to the power prescribed in his or their certificate or certificates of autha ft. This Power of Attorney and Certificate.of Authority is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Board of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: Chairman, Vice Chairman, President, Any Executive Vice President, Any Group Executive, Any Senior Vice President, Any Vice President, Any Assistant Vice President, Any Secretary,Any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it Is attached. t� I IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA has caused this instrument to be signed by its Senior Vice President, and its corporate seal to be hereto affixed this 2nd day of February, 1998, _ . �'Mo:way TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA ;TATE OF CONNECTI;CUT )SS. Hartford wmFm CO L :OUNTY OF HARTFORD ,hf By George W.Thompson Senior Vice President On this 2nd day of February,-1998,-before me-personaily WMe-GEORGE W THOMPSON=to-merknown;A-who;being,-.by2me::-- duly swom, did depose and say: that he/she is Senior Vice President OUTRAVELEWCASUALTY AND"SURETY".-- COMPANY OF AMERICA;-the corporation described in and which executed-the above instrument; that he/she-knows1her• seal of said corporation;that the seal affixed to.the said instrument is such corporate seal;*and that he/she executed the said instrument on behalf-of the corporation by auftr9ty of histher office under the Standing Resolutions thereof. G•� �c� C CIO My commission expires June 30,2001 Notary Public Marie C.Tetreault .ERTIFICATE the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, a stock :orporation of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and .ertifrcate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the 3oard of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the.City of Hartford, State of Connecticut. Dated this 26th day of Februarky 2001::: suft cow R By- Rose Gonsoulin • �' Assistant Secretary 2435(7-95) The Commonwealth of Massachusetts _j Department of Industrial Accidents . � � '--••:, ,��:� : OIIICt OIIOYCSI/BeIIOQS -- 600 Washington Street Boston,Mass 02111 Workers' Compensation Insurance Afridavit name: L42.1 U.L/N -I%4 iomtion: LAT' It 3 ,<f z k g c,0_ city I Ae M A phone# ❑ 1 am a homeowner performing all work myself ❑ I am a sole etor and have no one woricing in any as employer orkers' ensati empl .-• . •wolddag on this job. 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I onderwoutd that s copy of this statement may be forwarded to the OMce of Mvestigxtions of the DIA for corerats ve:i>leatfo� I do hereby certify aloes of PQIWy that the w oma ion provided above is true and correct Signaaar Date Print # ofndal use only do not write in this area to be completed by city or town oI dty or town: permimccuse fi QBuilding Department ❑Ltun+in;Board checkifimtmediate response is required ❑Selectmen's Oftice ` ❑Health Department contact person: phone It; ❑Other__. 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I • 1 r .I I11 • • if • .1 1 •• •r%,pims •••II II•I 1 1 1 • •II w11 -1 I • I iI • .1 •• *lots toil I 'all • • •• • • • • /1 11 /I w11 •1 •r r • 11 1 w, • •Y.II •II 1 1• Y•111 Y. •• 1 w•I:I ells • • .II • M:111 4171,1 • 9111 11 •.1.1//1 rw1 111111 I�1 • 11 1 I • 1 ��I d1..• ••1• r 111/11 •w 1 •• • Iw •• • •II.1 w• 1. 1•• old o H .•• .II • «/•-•Iw 1 k. 1�w1 •1 . �• • 1 • •lS • •11 • • • /• ,11 • II • •.11 M • • •• •�1 .1• •• •• I• • • / .I/ • w • •1 - •, • ••11 ••1 w, •••II .1• • ... ...... ..l I I 1 1 1 1 • I I ` 1 1 1 1 I 1 1 1 i TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA HOME OFFICE HARTFORD, CT v � License and/or Permit Bond d Bond No. 103300895 KNOW ALL MEN BY THESE PRESENTS: That we, Ridgewood Custom Homes, P. 0. Box 1663, Sagamore Beach, Ma. 02562 (hereinafter called Principal ) , as Principal and Travelers Casualty and Surety Company of America , a corporation organized and doing business under and by virtue of the laws of the State of Connecticut, and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of Connecticut, (hereinafter called Surety) , as Surety, are held and firmly bound unto TREASURER OF THE TOWN OF BARNSTABLE Hereinafter called Obligee) in the just and full sum of One Thousand Dollars and 00/100------------- Dollars ($ 1, 000. 00 lawful money of the United States of America , for the payment of which, , well and truly to be made, we hereby bind ourselves and each of our successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, WHEREAS, the Principal is desirous of obtaining a permit under Zoning Section 1269 of the Town of Barnstable to build a structure on Lot 3 Service Road, Barnstable, Ma. NOW THEREFORE, if the said Principal shall faithfully observe and keep each and all of the agreements, stipulations, conditions, specifications and provisions by the said Principal to be kept and performed, contained in said permit issued to the said principal, according to the full extent and spirit of said permit and the ordinances of the said Obligee now relating, or that may relate thereto and shall indemnify and save harmless the said Obligee from all liabilities, loss and expense whatsoever which the said Obligee may incur and suffer arising out of the issuance of such permit, and shall make no default therein; then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these Presents to be duly signed and sealed this 26th day of February 2001 Principal . Travele �Qasualtvand 2uretyCompany of America ety, I � ttorney-in act Rosalie B. Swift r ESTIMATED PROJECT COST WORKSMEET- Value LIVING SPACE (high end construction) square feet X$115/sq. foot= K L- (above average construction) square feet X$96/sq. foot= (average construction) GARAGE (UNFINISHED) �7 3 _square feet X�$25/sq. foot= 13 Z Co PORCH 4 1A, square feet X$20/sq. foot= DECK N �8- square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Value ,3 J C1�ao v Gv p,ivclevEr�j • __--- �IoinspNA�r von -,IIIN9LES FR IN . Flu . I i P SMOKE DETECTORS O.K. BARN�LDINGBe L�''rers J X I Z I - I I L N O I Q l O rts 7 L--_J d 5 - _.IIzj9 i I S _ lV n - ocn � c 1 I �:d rl I � 10:151—� 77. 9 I'd '/�9V Q • =p LI = �p o r I ` N". i � I j , i I - I i I I � I _ RA O .. u-fi�-E.�--- off. v d)..In �G C u8"jam-. 4 - © A cl � 8 z� R�vmz p^—�� -4 i I � �o•s � wl a 9 ,--- - . - � - ----- --- - I - �� off. �,� ° • i �( uVpo J?o;0 p`aL I -4 —L4 cl "o'S 1 Oh • L J I L1J I I. II 1 ' �12 5Ih.1 DUILDI{Ja "J.r 10 Vi GPA FL`(xvv 4flFt-vIN4 R-90 ho. OATT I W!,U L. IAZ ri b'PtiVAT- i 2xb".JOI*r"i 1� MIF FAGS .@ W14- - " COF1r. i1 x9`�PPIF4,i&Ilo oc. Ar Ur1.GuTro-) W Dwwv w/71�Ir1 GOAT PL,"feg NVN.L �I la GL4. : TL-1I1PW � / r PIN15H MJ GIJUw4t.T.YP- PINtl X! RV�G K V�} �I ¢H IL.Pa7vnpoK Bf�FwFx,IhP, EK DLVAAVP iPOv�r V2'Gvx FLYvP m enTl11 2 x L P5,0 G.Ml/ h'PIDGP4jLa'h FfNy 116JLE ywiD -®i wr i"ulbTloFJ 2xG�oNt �i2 '2,A 10 FLR.Jol , 2x to Jolt'( grAmp, i q,2x4GoNT. fop pvt�L TYr �0 T�A TL'r- �JUPRL P'I" WiI ap ¢LILLIP,D I 2nG DOITCH Ft. zx�pr•SILL uu 19 P qLCH - 3 =o �F� To CIRR6pp � DnnPPnropIN4 �3000 p°yt ICE�L�P �) K d to11r(A18D WeYw�Y GGoo�tyt�T �� FOOTIM(l d5ooP5,1) TYPICAL WALL. SECTION � a i I ,II I Y - I Ir:yy, r a , t . I I i % 72 Z7 , l .. . • i1 _�a � z � 1� i J TOWN OF BARNSTABLE CERTIFICATE OF -OCCUPANCY I PARCELKI&.174 004 001 GEOBASE ID 36755 ADDRESS 1541 SERVICE ROAD *ONE W BARNSTABLE Zi'P - LOT 3 BLOCK LOT SIZE I DBA DEVELOPMENT DISTRICT WE / i PERMIT 59075 DESCRIPTION CERTIFICATE.(OF OCCUPANCY=- BLDG.PMT#53090 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of Health, Safety ARCHITECTS: �"'%'' -.and Environmental Services TOTAL FEES: i BOND $.00iE , CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 # �PRIVATE Pi � .*..1A�'RN3TABLF, ; MAS& 03 A� FD IN1� BUILDING DIVISION . BY DATE 'ISSUED 02/13/2002 EXPIRATION DATE -'AWN OF�BARNSTABLE' .y. � - • BUILDING PERMIT PARCEL' tD :174 :004 ,OQ1 GEOBASE ID 36.755 . ADDRESS 1541 SERVICE 1OAb . PHONE ;W„ BARN STABLE UP, LOT ,^ '3,x ; BLOCK OT' DBA L SIZE =` DE_VELOPMENT t DISTRICT WB PERMIT ' . ;53090` DESC$IPTION NEW.:4 BDRM;SING FAM.HM ;= SEW1T#01=224 PERMIT TYPE' "B'UII,D` ' TITLE. _ ^ NEW;RESIDENTIAL BLDG PMT,. COI3TRACTORB`:" lDGEWOOD;CUSTOM HOMES � �� � ' ' 11% v �A ARCHITECTS_ Department of Healtli,'Safety - � � �I and mviron a tal Services TOTAL FEES'. I BOND F CONSTRUCTION COSTS Y: "" , . , :., $310,820` 00�� F il I '`ate::'- �, '�.�` ?.1. •.y SIAT;GLE FAM. HOME' DETACHED 1'' PRIVATE ;. { ,�� : Tr F 4 aysr�B + } .� 1A _ ! 63- DATE ISSUED_ 05%02/2001 gXPIRAT30N DATE ; y a THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED-UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTWAND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND 'WHERE APPLICABLE, SEPARATE K t.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2)PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE-A CERTIFICATE OF OCCU- y '(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL.NOT PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND M FOR OT BE ANICAL INSTALLATIONS. �. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.•' 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS , •. IT IS VISIBLE FROM STREET t: BUILDING INSPECTION APPROVALS\ PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I� 1 G. t 3 da�-Nsu f1..•r-�G HEATING INS ECTION APPROVALS ENGINEERING DEPARTMENT F 2 l ^� BOARD OF HEALTH P, OTHER: XA)00+ $%f O if- to l rP SITE PLAN REVIEW APPROVAL I r• 3 WORK SHALL NOT PROCEED UNTIL ENOTED MIT WILL BECOME NULL AND.VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE UCTION WORK IS NOT STARTED WITHIN SIX CARD CAN,BEARi�ANGED FOR BY I' VARIOUS STAGES OF CONSTRUC NTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE bR WRITTEN NQTIFICA i TION. ABOVE. TION. i - A1J './ - ..YJ Mom.-Jw ♦..w•- �•-y,t _ _ _ ErEIvF r r.' �•�4c/v t . SEP 28 2 S #g k E i, N'T Y STpHW_iKF c 1 O i A � ,�. ' � : •.� • ��� Fide RfG�'ST.eY USE OA/LY LOCUS MAP /'v, /041D r lit rr A 75 04CE4Fs I //E.QEBY�fiPT/fY Th�ATT/YE,PiQOPE�Ty WAIT SyOWAI BOA/7;VIS PLIN,.oWF'THF ZI.VES �a Q' {� A lea-'A AFS ♦ `' h 401VIZIM S At-XA A16 ewgl oesSv/PS497 4- s' t/D T7YE �► e � �' � � � � 11,tl�S OFT//ESTieEE73,A�!!D.NAYS S�,/OWN a /. �3 i9GeES ^ � A M tACzrS A. 40 TW.�iT F �► 9123/g 9 IV 88� S3" 20`• T/.d2 —• - 82./8 - /19..�/ r32.�9� ' .- /54�00 -- s w — S 89' !/9" oo" �Y - .S 87 6'3' .ZO" /'Y . AS,61 Z: tIT AZ AAf L AivA I LeRT/FY 7w.47- TH/S 1z-4A, ANo saw rEY I eAk rl rr THAT MKI 11Z9,V CAt/F+D.eMS 1t7' _._ PDT COMA02 AMS TO TNF f'TH/CAL P.e0050ZIRW- 4AAO TiyE etmFs AAAO "64V AMORIS Aoe .4/1-/A/G TECIMIC 4L STANDARDS.fD,e Tfwc,p.QACT/LE OF PMA/S 'IAI THE MASS- Ae R/!lS�TTS RA61ST- AF-C BA Y484FA ig Y &gAf LA�t/D S1I.Q!/Ei'/�/G /Al TiS/E COM�LIONIT/EAL TH OF OF 1��EDS�AS AMEVD A Z%T. / ,-lAit/U. V /9T9. /� FYI ASSACAfZ1SETT.S`. 4 zs 9/Z3187 W,95:5T ffKRAIST, AZA6, JA��ss4c��sE•773 l87 CHIC'/STO E1 440STi4 J Z.S, !)ATE SCALE: I f--5O DATE: A[�Z7198i C�ViQ CasrA ,.49. PAM r4A# 41 .4 s r r --- I1. i I -------------- -81 8, 8 61 80 U 88 .-.1--- _: ^ 31 2'Rev C `'tC o 6„RC 2' evRC N 3 6 3 6" 2'-6" i 3'11 X&X9'R ' 6 - i 611R - 16 x 4'S"X8'REVR O"X R 4" THK. CONCRETE UNDISTURBED EARTH 3 - - 1 X O X DECK, SLOPE 1' 4 PER 40"FINISH 3' a ' _.1 • ALUMINUM COPING FT, AWAY FROMi POOL. 6 t Q 6 40" FINISH a 8' DEEP a� 9. 0 o 1 i 1 1 a o x °' .- O O o O -r- % i- l O 1 3'L �� '-0'- - 6'-0" - -- y- ,'14'=0"----•- --- -�nT-11 �• o oa �� a SHORT HOR2"Dx S 1 BRACE ANGLE O2 0 6 0 - - - --- 14- " - - -- -00 -1 '-0"- t OZ L '-0' \` I ° ° a 14 GA. GALVANIZED I I X L 0 2 8 - 6'-0"--- 14�=:0'-------- --12'-0 ------ XQ "--' R r M o cc , , -,_ "_ r » _ o - - 1' --_ ----- pp -- ----- y` -�-- gr „ - ', a ^ I X9 R STEEL WALL PANEL GALVANIZED ANGLE 9 14 GA. „.- QX � `38• � � ,�9 -38• 33• 9 ' � al o °° 'j I I olo ao °' � CS700DS 6 y -- U p I I 0 0 // Nz I ` p - 8 DEEP _ a y 40" FiN`SH 6 X in `o tO o X 1 LONG DECK BRACE ANGLE 8'DEEP I r ' J _ _ __ _ 3/8"0 A307 MB. o \\/ 1 1,/2" x 1 1/2" x 55 1/8" 0 . 1 b _ -' - / 14 GA. GALVANIZED ANGLE E -.I 31 _ I 3' co °�I ' N - +-tpt (1) BOLT IN ALL HOLES' 6 RC 1st o aCO a0 ^ a 6'X9 POOL) AS A MINiMUN a x a 8 3 3' " s'xs'R °1 I I 1 OF INSIDE ROW NEXT TO \ /\ CS700DL I d ' 2'RevRC ^.;� " I CARDINAL CRIMP THREADED R C 6 RC 2 RevRC r 2-6 O d oot in tj 0 3'-6" o 3/4" x 3/4" x 25 1/4" 8' O 8' O 8' O 8' 8' 0 8' O 8' O 8' - -- g' 0 00 0 11 GA. GALVANIZED CHANNEL AREA m 648SQ.FT. PERIMETER=104-6 3/4" GALLONS=24300 6' I' 6' USE 2nd St? OF HOLES o AREA=64°SQ.FT. PERIMETER=104-6 3/4" GALLONS-24300 AREA-51 OSQ.FT. PERIMETER=90 GALLONS=19125 9 3/ "X8'REVR TO ATTACII PLASTIC COMPONENTS--- RECTANGLE m ' - �X �X O3'2 S/8"X9 (STEPS, SWIM OUT, ETC.) \ DRIVE STAKE 18 X 36 PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: REVERSE E RECTANGLE C A P R I G R E C I A N Q 6 X / 1 1/2" x 1 1/2" x 16' SIZE AREA(SQ.FT.) PERIMETER GALLONS 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 1 1 X 37 5/8"X9'R X o t IJ 12'X 24' 288 68'6 3/4" 10800 SIZE ARE-.(SQ.FT.) PERIMETER GALLONS SIZE X 32 PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: O 14 GA. GALVANIZED ANGLE H o /\\ C5608DS Q SIZE AREA(SQ.FT.) PERIMETER GALLONS OASIS / Q 14'X 28' 392 80'6 3/4" 14700 161 X 32' 512 92'6 3/4" 19200 14'X 28' 390 78' 14625 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: ��' .r '•' a 16'X 32' 512 92'6 3/4" 19200 TYPICAL ALL CONFIGURATIONS IV ' 18'X 36' 646 102' 24225 SiZE AREA(SQ.FT.) PERIMETER GALLONS ^o` 16'X 36' 576 100'6 3/411 21600 1. BRACING QUANTITY AND /� 20 X 40 300 116 6 3/4 30000 r , , „ -.. - -- __ 1 » __ 16'X 34' 540 87'11" 20250 2 BOTTOM • o ° ° 1 a 18 X 40 720 112 6 3/4 27000 LOCATIONS TO Afl3SSST1~D FOR 40-0 --- MATERIAL z 20'X 40' 800 116'6 3/4" 30000 LARGER POOLS AND ACTUAL STAIR 6^Rc 8' � s' � s' �X- 8 aX e, 20'X 40' 800 7 05'2" 30000 - 6^Rc 6" CONTINUOUS rr nn END VIEW -- / /��\ \/\ CONCRETE COLLAR W V 2 20'X 44' 880 124'6 3/4" 3300o SELECTION. / / t to CD a -t o 36 0 --�------- 0---- X 1 L j L S 8 3/8"X70'R QX OX rX o -1 h g O X O '1 A' AtJ t 1 i SHORT ANGLE •J z - -- ' - - r 00 TYPICAL DEPTH AND ' �2; a' �_ p -O"TYP 32R 2"x 8"r 16" PATiO BLOCK 1/2" x 1 1/2" x 24 s O 2r11X 1 0 70h o o 14 GA. GALVANIZED ANGLE x I- c \ I ANGLE INFORMATION I x _ ___ _ ' - =' x 67 5/8 R I AT EACH PANEL JOINT CS606SA U �I - - -- AND CORNER FOR o " O " �� ° 6' a x9'R BRACING INSTALL 6+. C i �2'L -0 - -9-0 - - -':.------14=Q -- --- �� -- -0 - ,--- a M T 13 a O. LEVELING, A. W 'X R \O. 1 0 ; »_ »_ x �� `r In• QX a . o rn �° 'ol CONTRACTORS OPTION NOTE: BACKFILL TO SAND GRAVEL DETAIL , W co I , 1 -4•`-D 1 --VARIES- 4-0 0 O 40" FINISH 8'DEEP , - a ?� 00 i oo °' 0 OR OTHER NON EXPANSIVE MATERIAL Z �- X , •i,,_ON I 1 pj y 8 0 6'X9'R O - w io 1 a' } - - I / 1 lq X9 R 211 CR COPING T w °O a i TYP., , N 8' a 1 M� O r "_ r "-- - -- -- + rr nn I - -0 -- -of -- -_ - __ •_ _______- ---------- • - 1 'v� -4-0 -6-0 - - - -- -12'-0"- I g� V I 1 r Orr 16' p" o �.. _�_ rn 1 - o i fV 1 ai I t , ' O rt 1 8.5"Diag. X c a a 1 4 1N 1 , a at0 jl a� O ' I - In`um �� OI i N M `t �- a / 2 5/1 / m x1 RLT I i M SIDE VIEW i 1 f (�/ o I ( i 6"RC -, i0 1n i a r V Li. U"1I o 0„. EEP a ' X N -M B' O g' O g 636. ;' & 6`x9'R in iA�. in t0 GO R I ' a 1/8 5" FLANGE Q 0 42 �-•l AREA=864SQ.FT. PERIMETER=139 81/2 GALLONS=32400 , 1 " i1 40"FINISH � � r- • 1 - O O 6 O'81/2"X XEVR O 2111 X1 REVOR:: I i ' TRUE ELL ' 1 i X 2 5/8"X9'R 10 1/4 511/4 ---- O 6 X - o R 0 X 6 X VR ¢'_O *-� 14'-0" - VARIES 18'X 40'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: C-4TRUE KIDNEY O 6'2 5/8"X9'R X ' ' 9 X VARIES UNLESS NOTED OTHERWISE SIZE AREA(SQ.FT.) PERIMETER GALLONS 8' STEPN � TOP I r f C 16'X 38' 728 12T8 1/2" 27300 ,�I �` 8' 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: RISER HANDRAIL JIG SLIDE ANCHOR SOCKET AREA 781 SQ.FT. PERIMETER=118 /8" GALLONS=29288 SIZE AREA(SQ.FT.) PERIMETER GALLONS TOWARDS THE PANEL FACE f 1 CS100HJ TO THE FRONT OF THE CELEBRITY RIGHT jj 1 " " _ 16'X 32' 538 81'10 3/4" 20175 ( SLOT WHEN MOU NO. 20'X 40'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 14,-0 T-• 6 F 2 X g1 X 2 6"RC 22 X 41 966 106 9 3/4 36225 I TYPICAL HANDRAIL V v 120-0" ---- Tram ------ ' -- MOUNTING ' SIZE AREA(SQ.FT.) PERIMETER GALLONS (• 6- -- � 16'X 32' 528 93'9 1/2" 19800 GR �:s:•ps 'p 18'X 36' 651 107'2" 24413 --1_-•--61 ._---_ (, 1 . 6'Sced Stair c O o \ 'R INSTALLATION Nu^TES: TYP f C A L LADDER . • -- I �• 1. THE BASIC DESIGN OF THE POOL IS _-43'_7» s s"xs'R PREDICATED ON A TYPICAL INSTALLATION MOUNT -- -- - , 10'Plastic Sit&Step 6' "X9'II 6 X a a o '117 0 9'R _6"RC 8 X 8' X 8 X 4 / •-------12'-0"-------- t-9'-0" t a rn I ", 1 BEARING IN SDIL-NOT CONTAINING N „ (X o N .t ;, ;� °' 0 ORGANIC CLAYS, PEAT, HUMIS OR HIGHLY ' 1 XVX149° 6 611 8' el stair 10 8'steel stair 8'Plastic Stair y A --s$-o" �--�- -.. ..-_ - - ._ » 2. INSTALLEXPANSIVE A 6'S•THICK CONCRETE a _ °° } 12 o AT THE BA COLLAR ' a a a r r 6' 'R SE O THE OVER-EXCAVATION f 1 , x � y o. � N .- • a „-' `, 8� STAIRS ` Q sxs'al I I I I I ^ CO / AREA AROUND THE FULL PERIMETER OF m rn to 7a O O N d t0 G0 .- a to 0 OL SEE x 040 9'DEEP ` '- o '��'� � 1 1, s°Rc :-- �_ » _ � ''� � � � � to a10 0� 0 3H BACOK ILL WITH CLEAN EARTH FREE OF 0r0- 2' \ '-0"- - -6'-0" -14-0 -------- ------- -19-5 -----------r 36 6 ----t1 ov2"x9'R ' °r- X - 8, 8--32'-0"-8, X--s'---+ I X 9'R 6"RC 6'X °- ROOTS AND DEBt•RIS IN 9" LIFTS EACH 0` i 1' „-,-' S, f X X 6"RC 4' /a'xs'R d io 3'43/4^xs'aev LAYER TO BE PUDDLED AND CAREFULLY " 0� 2,�.�6 I :_ s'1'z 12�^ 0 6 s c9'R QX R TAMPED TO ELIMiNAT VOIDS. Ox x1 5' 6 R 61 "X9'R 1 • KWA E TO SLOPE X 40"FINISH - _ - ;- - .40"FINISH STRAIGHT WALL KIDNEY AWA�NF oMEcoPN,; Ars1/8" PER FOOT •' 1 - 18'X 36'PICTURED-ALSO AVAILABLE IN IAE FOLLOWING SIZES: STEEPER. SIZE ARF.A(SQ.FT.) PERIMETER GALLONS a x1>;z1,i -- 91 0 _. . aI U 1 X OR ° 5.:-<THIS-POUL "'-As NOT BEEN DESIGN�_D a 16'X 32' S12 82'3" 19200 1 6"RC 8. 6' T ` 1 1` �4 , 1r 1 " C ;` 22'X41' 904 7os'B° 3390o FOR SURCHARGE LOADING. 6x9'al -o - - s-o -- - .;-----14-o --=�,-`- --;-- -12'-6"---- -- 8' 6 ;GRADE SITE AROUND .POOL`.AND-f,USE X INERT BACKFILL-TO LIMIT EQUIVALENT \X �6, AREA a 738SQ.FT. PERIMETER=118' GALLONS-27675 `12. S, 8 DEEP , • ,` FLUID PRESSURE�0a 1,. SUR X E OF RETAINED � o » APPLICABLEA NED SOIL TO 30LAZY ELL " � , ' CODE INFORMATION P/GU ft OR LESS, , 18'X 43'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: �/ 7. SOIL TO .HAVE A MINIMU M BEARING SIZE AREA(SQ.FT.) PERIMETER GALLONS e 1 i s' CAP. OF 2000 P.S.F. 16'X 39' 592 106' 22200 � APPLICABLE COMMONWEALTH APPLICABLE SINE OF NN QTICUT CODES APPLICABLE STAT IF NEW YORK APPLICABLE STATE 8. LOCATE TOP OF POOL AT LEAST 6" 20'X 44' 820 122' 30750 g 6"RC 81 X 8' x 8' X s' \` 6"RC OF MASS CODE DATA CODE DATA OF VERMONT CODE ABOVE SURROUNDING LAND ELEVATION. 149* • § 2003 INTERNATIONAL BUILDING CODE _ POOL INSTALLATION TO portion of the DATA _ s v B' Q 8' 0 4' AREA=657SQ.FT. PERIMETER a 103 3 GALLONS=21263 CONFORM TO APPLICABLE 2005 STATE BUILDING CODE WITH MODIFICATIONS AISD ADAPTED VERMONT FIRE - / " - SINGLE ROMAN END CODES INCLUDING: STATE OF CONNECTICUT » _ _ GENERAL MOTES: 12 1-2" AS BUILDING CODE OF NEW YORK PREVENTION AND I �..1� ►; 6' M i 6' 1 B'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: § 2003 INTERNATIONAL RESIDENTIAL CODE STATE" SPECIFIC REQUIREMENT AF BUILDING CODE COMPONENT NOTES: SIZE AREA(SQ.FT.) PERIMETER GALLONS § Commonwealth of portion of the » - j 16'X33' 533 94' 19988 Massachusetts Building 2005 STATE BUILDING'CODE 2406.3 GLASS AND 3109 5 1/2 1. ALL GUAGE;STEEL IS FORMED FROM MATERIAL:CONFORMING 'N R3 20'XIO' 810 115'3" 30375 ENCLOSURES TO BE MET. -1996 NBC WITH 229' TO ASTM A-525 WITH ASTM A-165 GALVANIZED COATING. O O ON ¢� 8' DEEP x Code STATE OF CONNECTICUT STATE ALTERATIONS 1'-0 1/2" 2. ALL STEEL ANGLES (PANEL STIFFENERS AT FR`�AME BRACES ^^ ,,NN �0 N a a0 - " - 35'-11" -- § 780 CMR ((Sixth Edition) § 2003 INTERNATIONAL �AECHANICAL CODE SECTION 504.3 OF THE -1997 NFPA-1 & P-4 H CIO I I 32'_ » __ T § 421,0 Swimming Pools § 2003 INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY 1997 NFPA-101 1 ARE MADE FROM MATERIAL CONFORMING TO ASTM A-525 O N o 18 ROMAN END TRANSITION N 100 2'L _ '-3"- -- &'-0" -- -�o.-•�4Q"14'=0•"=------ --°�---12'-3"------ g� x 8 x 8' x a' X a' § 1999 NEC - ART. 680 § 2003 MODEL ENERGY CODE CONSERVATION CODE DEFINES VERMONT ENERGY (2) REQ'D. WITH ASTM A-165 GALVANIZED COATING. 31' LAZY ELL TRANSITION �' � IXO 3 6^x�1/a" 2 0 § NEC 2005 NATIONAL ELECTRIC CODE SWIMMING POOL ENERGY GUIDELINES 3. ALL BOLTS AND THREADED COMPONENTS ARE _---r3� `� • X231(X2) MATERIALS TO CONFORM TO: § ICC/ANSI A 117.1-1998 ACCESSIBLE CONSERVATION MEASURES TO -2000 IECC AND MANUFACTURED FROM MATERIAL CONFORMING TO ASTM m t� o AND USABLE BUILDING AND FACILITIES ASHRAE 90.1-99 i or--� _ 0 1 CONFORM TO THE LATEST A-307, A-563GA, AND ARE ZINC PLATED. o 0° o l _ ' 40" FINISH i• I S• - 1 40"FINISH 3' § REINFORCING STEEL - ASTM § 1997 FNiPA 101 LIFE SAFETY CODE APPLICABLE VERSIONS OF "NEC -VERMONT 4, ALL WELDED JOINTS ARE COATED WITH AN ALUMINUM °- 0 W °° A615 GRADE 40 § 2005 NFPA-70 NATIONAL ELECTRIC AND "ANSI A117.1 DEPARTMENT OF / \ / - - - - TT - M a; a; § WELDED WIRE MESH - ASTM CODE HEALTH REGULATION - - --- �c PAINT AFTER WELDING O w Z 61 6f I o __ _ DECK CONCRETE - ACI 301 MATERIALS A185THIS POOL CONFORMS TO THE F MONT OR WATER QUALITY. 5� DES5. WGNKWAY1 TO BE 2000psi COMPRESSIVE STRENGTH BY /O x 3 x $^al -0 - 6-0 --- - a-----14-0 -�'�---- --°fn- 3000 PSI, DECK NEW YORK STATE SANITARY CODE DEPARTMENT OF 239' 1---{ '» 8 X 8 x 8 4 » 11 -11 a' § REINFORCING STEEL-ASTM A615 GRADE (CHAPTER 1, SUBPART 6-1.29, PUBLIC SAFETY " " Q� -28-00- 4-3 x `3 - -- ,_ 8'DEEP `11", *************** 40 is Nov. 5, 2000) REGULA 0 1'-2 1/2 „ 11 NS 36 6 I WELDED WIRE - ,M§ ESH ASTM A185 AREA-675SQ.FT. PERIMETER-100' GALLONS m 25313 �'�61X "R -0-e _ } 3X § DECK CONCRETE-ACI 301-3000 PSI DECK *************** *************** 18' ROMAN END TRANSITION I I 1 211' GRECI AN . 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: of ; ************ - - I I SIZE AREA(SQ.FT.) PERIMETER.GALLONS 1 31' LAZY ELL TRANSITION 16'X 32' 536 88' 20100 - - I - - -- - - - 16'X 36' 602 96' 22575 X a' X 8' X s' X a' - - 18'X 40' 749 108' 28088 AREA-646SQ.FT. PERIMETER a 9915 1/4" GALLONS-24225 ENTRAPMENT A V01 D A N C E ALL STATES ALL POOLS - I 21'x40' 838 tos' 37425 ` SINGLE- ROMAN END w 2' RADIUS CORNERS • - - - - - - - - ALL SUCTION OUTLET SYSTEMS MUST DE EQUIPPED WITH A MEANS TO PREVENT SUCTION 1r C5901GC 5" T ANGLE CORNER ;:'VZE181 A'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: ENTRAPMENT. IT IS ESSENTIAL THAT THE BUILDER COMPLY WITH ARTICLE 9 OF THE , SIZE AREA(SQ.FT.) PERIMETER GALLONS 239' 270' TRUE ELL TRANSITION LU - - =- ' 2.1 xao 851 113'93/4" 31913 ANSI/NSPI--S "STANDARDS FOR RESIDENTIAL POOL" 2003, AS WELL AS ANY STATE AND LOCAL � ,' o LAWS, REGULATIONS AND ORDINANCES. APPENDIX G OF THE INTERNATIONAL RESIDENTIAL 2'-2 1/2' u N o CODE HAS BEEN ADOPTED IN SOME STATES. INSTALLERS SHOULD CONTACT LOCAL AND/OR 2°' ROMAN END TRANSITION - -- - - v , i STATE CODE OFFICALS TO DETERMINE WHERE THIS APPENDIX HAS BEEN ADOPTED. sP820c6 a---------15'-2"---------- GRECIAN 22-10 - 1 „ CS903FC SENT BOLT --2T-0"- 9 Radius Steel Step I _ 28'-0" I T -.1-- 015-8 --i 6° 03FCS •� RADIU 6-RC ---X X X 611RC - 8' X g' X 8' 6'X9' ' 7/8"X9'R X --- CORNER INSERT I 5"x -21/2" 1 X CS902SB x239°(x2) \\ of X239°(X2) O Q CX)_3'6" ,t 40 FINISH CORNER NS I T � / ' 1 _ _ __ A STEP ANGLE ' '1� v 9'R CS9000S R 1 R O 6"X15 2'l r' 1 / \t` 6'x "R 1 i 6 -6" I 'X226'EL , O 8 X 7 6 Radius � , o X s 40"FINISH X ; a `t �` I ^ , 0 Plastic Stair i _ ' FIBERGLASS JOB N0 05.255 0 0 40"FINISH 1 TYPICAL STEP 00 al cl 81x91RadiuS a X o `� O O 01 a' '�� C7 ' ' 99'R' 6•SteTrane 263 9'R CORNER 1Sg 2 1 1/2" - -- - DATE b"7C9'RL "r rr -- ' " -- - --- ``'� " ------- - - o i 1 1 i1) X O �� i 1 O P C✓/OI/08 -0 - 6-0 - a-- -14-0 --0r0-- -12'-0 ------ Plastic Sit&Step -I 3'jq's"R _'-0" - 6'-0" - o------ - 1 I SQ ARE CORNER ANGLE ; 14'-=07-------- --00 --- 11'-9"------ -X7'6R » i. °'• r INFORMATION 'X9'R o0 3'L 0 --6-0 --- -i.;-,-----16'--2"---------- - -L--1 °•° GS9D2SA - W DEEP 2-3 -,'-'----- •, » - - - - 1 32� i XX ' "%0• ' ., _ ' 8'Steel Stair 1 1/2 x 1 1/2 X 1 1 8'DEEP �0.. XO 0 8'DEEP `� 0 SQUARE CORNER ANGLE SCALE : AS NOTED -0 -} -; 6' 6'X "R -o } 1 6' 6"R •.`� ti X9'R DRAWN BY :AVG c ,, ° 1 , • 2'1 2"X9'R ryr Ta e O , �� O i . �1 ,e`. 11 Jim 8'x 716"Radius [� o' BERT• 5"X1 2 1/2" I I 6"X5 1/4" 11 n G 6"RC 1 X239°(X2) " - 1 ,\ X239°(X2) --- \ v; ,6'X9'R O `n�1 DAW M rn r Plastic Stair ' a �'lIn ON, III ---- ---- O 8' O 8' X 8' X 3 6" -o ,p No.22320 p to "It 8' X 8' X 8' 3• 6"RC 4 X63/4" f I Q• 9 O ��X242°(X2) 8' X 8' X 8' L -._._._ ___`,�6" O -O ----- -_+ a AREA=648S FT. PERIMETER o 6'6" GALLONS=24300 8'x 9'Radius N �J p^ G� TEP DOUBLE ROMAN END 1 " -12r_9» AREA re 644S .FT. PERIMETER= e s 18'X 36'PICTURED-ALSO AVAILABLE iN THE FOLLOWING SIZES: 7 6 Radius Steel Stair Q 94 3 5/8 GALLONS 24150 AREA 693SQ.FT. PERIMETER=101 5 GALLONS 2S98B Plastic Sit&Step SIZE AREA(SQ.FT.) PERIMETER GALLONS DOUBLE ROMAN END W/ 2' RADIUS CORNERS MARTINIQUE •- � 16'X 33' 537 90' 20138 1 18'X 36'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 18'X 38'PICTURED-ALSO AVAILABLE IN THE FOLLOWING SIZES: 20'X 40' 800 108'6" 30000 SIZE AREA(SQ.FT.) PERIMETER GALLONS SIZE AREA(SQ.FT.) PERIMETER GALLONS _ __ 21'X 40' 840 107'3/4" 31500 20'X 40' 770 107'6" 28875 s I f e , I Tor F&O*-bbAY0 - �+3 ou-r�.. -� Y-E SOIL TEST PIT DATA i INVERT ELEVA TIONS. g 5.0 0 T.P. -1 T.P. 2 \ +50 GRND. ELEV. 53.0 0 GRND. ELEV OD INVER;' AT BUILDING G.W. ELEV. G.W. ELEV. --- INVER— IN AT SEPTIC TANK _ .'Z 5� O INVERi" OUT A T SCEPTIC TANK I 0 0 y' ACCESS COVERS MUST BE tyTHIN G ' OF FINISH GRADE. M EDP I N INVERT" IN AT DISr. BOX 7 �}��� e v_hv e INDICA TES 6 R O W N ISO ova. 5 A.S INVERT OUT AT DIST. BOX .-70 PERC, TEST 5A N D �� sS INVERT' IN Ar S.A_S. 60 p ?8,50 80 �� IN 2g D BOTTO.�,' OF M .�.A• S• �• ® (c0 4 MIN. DIA- �t�,51 1/B'-!/2' OF . G088Lf.5 OBSERk!D GR^U'VX4TE9 o LIOUID 1 1.00 ', WASHED STONE INDICATES SAME. DEPTH ( OBSERVED MtiD/ � ADJUSTED GROUND/✓A TL�R --- % � GROUNDWA TER .. i EO 10 O I N 3/4'-1 1/2' DIA. p FItJ , , 11300 SEPTIC TANK BOX �'�� WASHED STONE - N D INDICATES SEPTIC TAM 6 O-BOX-To BE SET ON A N' I d TEST PIT ) : a 6' BED OF COMPACTED G�4GL�lED STONE. L 0,r / �� CONTRACTOR TO MA TER TEST 0 BOX TO -_ • \1 SHOW LEVELNESS. PAc S..r!.S. I � 1 5f Acres DATE 5l7 ,. _ 4 TEST BY ALL CP��� SURD Y CONvUL'f l� lv 1 WITNESS D E er. S', VuNN1N PERC. RATE 2 MIN./ IN. ��N b I >rl M�.v� t N LL, ~` DESIGN Cf7ITERIA: y�► GENERAL 1'40TES.• DESIGN FL OH• 1. T"/IS PL. ! IS F[79 THE DESIGN AND i _ _ BEDROOM DhIZZLING 46 110 GAL/17AY PEA BEDROOM 3 '� CONSTRUCTION OF THE SEWAGE DISPOSAL 21 EQUALS -44-6 GALS. PER DAY. 1 f FACILITY ONL Y. / O GA'RBA G ,. 2. ALL CONS RUCTION METHODS, MATERIALS AND I, SEPTIC TANK REQUIRED,• t` MAINTENA,✓rE FOR 'THE SEPTIC SYSTEM SHALL X!132 GPD XOOX e 8S0 GAL. 3� r CONFn9M .'I MASS, O.E.0.E. TITLE 5 AND LOCAL 1 BOARD OF HEALTH, REGULATIONS. SEPTIC TANK PROVIDED.• a "O O GAL. 3. ALL SEPT_C SYSTEM COMPONENTS SUBJECT TO VEHICLE L 040I110 (F.E. UDDER DRIVEWAYS, ETC.) ' SIZE OF LEACHING FACILITY REQUIRED : SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. DESIGN PERC '�. RATE - _? MIMJrES/ING7Y I �9 4. ALL SEWEP PIP£.• SHAILL BE SCHEDULE 40 OR APPROVED EQUAL. �'Q'O GALLONS PER DAY 5. BEFORE' ;tRr:A�G CG)NSTRUCTION CALL DIG SAFE \ SIIE OF LEACHING FACILITY PJ4bVIDL01 i \ 3 8 1-BOO-32;-Qe4.4' FOR LOCATION OF O � Gov tZ- 50� �* �.Lo� c A� ..���r`i Chu CR R�QS`�.57 '' � UNDRGR _ /D Ui7LIrIES. >'ZS'G.., w 3 S-�u I 'r 17 )\5 W1�1 I ) r. y d 6. DATi1M IS ,^ � Nr) M SIOEWALL 20 S.F. X 0.74 l 51 GP 0 4 e J5LoQ, \ � - ��. 7. NO DET& �', '14r UN h'AS rjEEN MADE AS TO COYR'_IANCE nOTTO,�! �'I A S.F. X O-�Q ,* -�� 5 GPD f l k'1 DEE 1qF STRICI'T0l'/S OR ZONING REGULATIONS. rorALs 6 4¢ S.F. 4- Cp GPD I1 i'.tiLL "EMAIN THE OVER'S RESPONSIBILITY TO -- ' l OE'rdlN t RSO:`IL7ED PERMITS, SPECIAL PERMITS, ETC, FOR THIS PROJECT, 46. T7 a.L. .'.i Jrir✓ R L� Ntaf7✓`�S1BrLrI Y T%Ye ' +`t' - f. ins c i ,:_ I / I ^. _C \ -• %� r70 u4 VE T" FRO,"OSED DWELLING F01,M47I01V .0ES10VED T-7 ACCOLII FOR THE EXISTING GRADE i 90 AND SOIL -'71w`DITIONS AT THE LOCATION OF THE PROPOSED D,'ELL I,NG. REVISI ONS.- 5Z N0. DA rE REVISIov W Ny �� \ \ G-A •S ro �. �► -5 , bd u �'o ter► M -�►v M F u � . `rA , 0 � � i �/ i / :� 70 GO 4�N ` J O l L �.\!„�Lu A••t' 1 d 9� �.�11 LL 6 6q o -70 g '; ► 0 7 7���- . o`' -ram c o'f.�S`rRt>G i 1 O n� b -r SD L p ., . g�- 36 , • ' PR�Po�� � / LOCUS MAID I 406 S�aRooM 1 / GAa.radE , TOP IF-PM i I ' EL 65,00 °MASSS PLAN SHOEING THE DESIGN OF A PROPOSED SAP-T)C, 0� / / 90 4r F' ,4o, `'``3 PAUL q�yG ��J I �� SUBSURFACE SEPTIC DISPOSAL SYSTEM r._ _._._.� �,. ., 4 RYLL m; �a P Rod 0��17 No.32448 f LOT 3, SERVICE ROAD, BARNSTABLE MA 0 - =- - - - - - - - ! r = FEBRUARY RO, 2001 w no SCALE 1 30 • CANAL LAND SURVEYING — — — '-=+-Y•+.- ram, i,:.�� '� ��•,`• 06 OLD PL YAAIOUTH 170AD, SAGAMORE BEACH, MA PRoLIEcr AMER os o24 Taw N 134. 64 WA`ttiR ,DATE PAO 0 AL <:NGI� EE.R CIV DATE PR S IONAL L ND SUR YO - ------ -