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HomeMy WebLinkAbout0315 SEAPUIT RIVER ROAD 3 l5 SAPS f ti pp ttpp � pFIKE r �Illrll'? [)FPS` p Application Number...... .................... .J.` I........... SEP1 1 , BARNSTABLE. �020 MASS. $ Permit Fee............Z.25................Other Fee........................ TQFn� 9�Ar 039. ��0 N OF B,4RIVSTABIV FD MA'S Total Fee Paid ......./.7.�.......................................... ...... TOWN OF BARNSTABLE Permit Approval by..... ............On..../.b/....�....... BUILDING PERMUCANNED l Ll Q® 5 Map.........0.�./...............Pazcel... ........ APPLI CAT I0 °2 Section 1 — Owner's Information and Project Location Project Address _315 S6A?y'T V_Ny6V' Village 05T4�U\ )fib Owners Name O Co ' ► Owners Legal Address City State Zip Owners Cell # E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment C Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation Pool ❑ 'Insulation Other— Specify Section 4 - Work Description Last updated:9/8/2020 f Application Number.................................................... Section 5 —Detail 0 L Cost of Proposed Construction g Square Footage of Project �O Age of Structure Dig Safe Number # Of Bedrooms Existing Total # Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6 — Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal N On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes M No Section 7 — Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8 — Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated:9/8/2020 i Application Number........................................... Section 9 — Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10 — Home Improvement Contractor Name 51 1 VA Telephone Number ` 2Li (o Address WN I R?,17 0) City State M A- Zip T)Z Registration Number & 5Z O Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation deo fired by 780 CMR and the Town of Barnstable. Attach a copy of your H.I.C... Signature Date 4) Section 11 — Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures, specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date �I " g ' 2-<:) Print Name Telephone Number_ J - Z L11, E-mail permit to: ,���� i 1y�A-► L • C.®� Last updated:9/8/2020 Section 12..-.D.d r.tnrent Sign; Offs: :Health Department C 2onu ;l30a!d(if requi H isto� a Dtsti'iet 'EliSite Plan,:Re riew(ifietl�ined). FreDeparflent Consovatton 0 For eo,»�trercirr!woah,:plena :;lttke�your plruts.rtlrectlj?to tyre.fte�l�yn�tt�iertJ for rrpprovnl: Section 13=.O�yn.e.:r's Author izahon tifie subject p}opetty hereby authotze S i l W to aet on:;tny behalf, in all. mattersielati a to wog a ' or zed y tl �s b�ii;ldr g>:pei:mit:appltcatton foi: (AddressAEC of job)` S g fner. i °.Pt mt Name> . a uSi tipdriird;:9 M020 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/OrganizationAndividual): Address: City/State/Zip: Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. New construction i2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling l/ ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. msurance.1 required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 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 $1,500.00 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 celtiTy under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: lop, Phone#: 5% — 2 LA �o © � 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#: Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Manchusetts 02118 Home Improvemi4PGehtractor Registration Type: Individual f1 " Registration: 186520 MARCOS DASILVA �' � �' Expiration: 11/27/2020 141 WAYLAND RDk HYANNIS, MA 02601 ' Update Address and Return Card. SCA 1 b 20M-05/17 'airtinoitccrro,��o-� To ¢�'u�el/� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYO�':�I,ndividual before the expiration date. If found return to: i ' i`i.-a Expiration Office of Consumer Affairs and Business Regulation -_ 11/27/2020 1000 Washington Street-Suite 710 MARCOS DASILlPA ',i ===� Boston,MA 02118 UR `- �<`l MARCOS DASILVA; 141 WAYLAND RD�4'?`h HYANNIS,MA 02601 Undersecreta A of valid without signature rY , POOL LAYOUT WITHOUT OPTIONS deep shallow 3 to 1 slope end end 18 X 38 ' POOL SIZE: 1 SET OF STAIRS 18 ' x 38 ' I SWIMO UT 4 ' long. POOL DEPTHS: Shallow end:3 '6 " Deep en d: 8 ' Town of Barnstable Building r Post This Card So That it is Visible From the Street-Approved.Plans Must be Retained on Job and this Card Must be Kept MARA A�� Posted Until Final Inspection Has Been Made. �16s9 Permit �t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-4019 Applicant Name: CAPE COD ALARM CAPE COD ALARM Approvals Date Issued: 12/27/2018 Current Use: Structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 06/27/2019 Foundation: System Ma Lot: 051-014-005 Zoning District: RF-1 Sheathing: Location: 315 SEAPUIT RIVER ROAD,OSTERVILLE q` Contractor Namee :-..GENE A CORMIER Framing: 1 Owner on Record: COLLINS, MICHAEL F&MARYELLEN F Contractor License: 1592 2 I Address: 72 FLAGG STREET Est. Project Cost: $6,000.00 Chimney: WORCESTER, MA 01602 � Permit Fee: $35.00 Description: Cape Cod Alarm to upgrade existing security system and monitor Insulation: Fee Paid: 535.00 wirelessly, no phone line needed. Proposal to convert existing 110 Final: volt smoke detector/carbon monoxide system and bring up to_^ Date: 12/27/2018 p code. , .' G) '✓ � y�- Plumbing/Gas Project Review Re UPGRADE OF SYSTEM yam''j q: � Rough Plumbing: Building Official Final Plumbing: } I Rough Gas: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is-commenced within six months after issuance. Electrical All work authorized by this permit shall conform to the approved application and the approved construction documents for which.this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Service: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. � X Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Final: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Health 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Final: 7.Final Inspection before Occupancy Fire Department Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). �S/�t4Tr,C S •1 PROJECT NAME: Pt y Up Cc.S L' ADDRESS: -31 � S mot it1�'�I v PT7�d, 0 "j, PERMIT# PERMIT DATE: -T M/P: '- ODSs LARGE ROLLED PLANS ARE IN: BOX I SLOT Data entered in MAPS program on:. js BY: q/wpfiles/forms/archive SHE Tp�'l. The Town. of Barnstable N Q� BARNSTABLE. Department of Health Safety and Environmental Services 9¢ MASS. 0a OA 639. �0 �EOMay Building Division 367 Main Street, Hyannis, MA 0.2601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 2 �' Permit Number �,�(o Owner Builder CWLZ One notice to remain on job site, one notice on file in Building Department. The following items need correcting: u± `U ► ! �ir` l t � I Please call: 508-862-4038 for re-inspection. Inspected by Date �1 - �6`2) _ FAA TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY ( "� PARCEL ID 0517014 605 GEOBASE ID 41021 ADDRESS 315 SEAPUIT RIVER ROAD PHONE OYSTER HARBORS ZIP, — LOT 235 LC1 BLOCK LOT ' SIZE DBA DEVELOPMENT DISTRICT CO ' PERM 56335 DESCRIPTION C/O FOR SFH UNDER PERMIT # 50196 PERMI TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND .00 THE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P .*:?F'"' s * BARNSTABL F, + MASS. 039. BUILD��N.GDWISION B*Y DATE ISSUED 10/10/2001 EXPIRATION DATE ►'PARCEI, ID 051 014 005 'ADDRESS 315 SEAPUIT RIV'R.R. 111.01AI) OYSTER HARBORS 235 11C11 BT.-IOCK 1101*1 :z 1.ZE TBA -I)EVE11OPMEW.1.. D1`03TRI C"T Co PERMIT - 501.96 DESCRIP'VION NEiVI (3 HEIRM SING_'FAM.H01�11T PERMIT TYPE BIJ I Ed) 'TITTAE 111-!N RES1 HN'I'l ALI B1'X)13 PKI' CONTRACTORS: DAMA PICKUP Department of Health, Safety ARCHITECTS: and Environmental Services TOTM. I BOND $-()0 pk1HE CONSTRUCTION COSICIS) $f-3 9:3,865.00 101 SHIG1,E FAA HOMIR. DETACHED I PR1VA`T,T!: mln 039. BUILDING DIVISI' ON BY �I)ATE ISSUED 11/28/2000 EXPIPATIM4 M-Tfi: 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 DEPTH AND 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 '-FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED WHERE APPLICABLE, SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. 01 W710 k 9 ROM Rai 1:14=1 2 aac ivi&I g w 1:4 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 P.4 lee 3 1 HEATING INSI)�CTIO APPjR0,VALS ENGINEERING DEPARTMENT 5,al 1S� Njb 1 9 2 BOARD OF HEALTH 10 10101 rb- 1 I& OTHER:j�-j vLf, SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. `oFIHE�� The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. 0 t67q. �0 Mpg Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspe�on �� 3 t S Location Permit Number ' Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: u a Yak- 12 W-p4s.4 A 'eA2 �3 l �'�Y1 F�,%�-� Via►., �`���r�6 �c�L �i(2�''L�� Please call: 508-862-4038 for re-inspection. Inspected by � 5 Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • n Map Parcelo/ —5 Permit# 91 Health Division' M�� 7��� //�f�Z ` �� Date Issued 7244T I Conservation Division 11 / Fee Tax Collector G�f - /���4 c c r.. ►•; U,tV�6M 1WK;i CE Treasurer 1 STALLED IN COMPLIANCE Planning Dept.�j�'�C� �•ti"•.,,a�-� c a z J ,�,',� e �c WfTHTITI.E S s ENWRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board �� 5 QWN REGULATIONS )910071, &L r„-t- Historic-OKH Preservation/Hyannis f �YProject Street Address !3%,6' SEA P U 4 T' Ric ;-a- 90►<}� Village ©N S• HAa-ISCO2.` 0cs-rr e G i CL E� Owner "1-:37�&Q AA I cl g /1-) Address �;L/4 l-�AICBQ,/1,�, Telephone NOm2_0SDo./0�20 DJJ�2C1 l� /l/L Q)L5S Permit Request ­rb lJSiLi i'Iey-ies Square feet: 1st floor: existing N/�-- proposed✓ � 2nd floor: existing �� 'proposed L Total new Valuation 9� Q� Zoning District Flood Plain Groundwater Overlay Construction Type �� G 0GC Lot Size i3 rEC Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 3kNo On Old King's Highway: ❑Yes Akl o Basement Type: '(',Full ❑Crawl ❑Walkout O 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 (n Heat Type and Fuel: O Gas �iDil ❑ Electric ❑Other Central Air: ( Yes O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:O existing ❑new size Pool: O existing ❑new size Barn:O existing ❑new size Attached garage:O existing new sizeZi YX!5�0 Shed:O existing O new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial O Yes XNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name AAJA `2i C_.kuP Telephone Number SC?,Cf 99 Address 3l `� &C> License# V-1. . Home Improvement Contractor# A15123 orker's Compensation# ,�/ � T ALL CONS CTI N DEBRIS RO THIS PROJECT WILL BE TAKEN TO I L SIGNAT E DATE --/0 -;�000 �► FOR OFFICIAL USE ONLY 1 PERMIT NO. � y DATE ISSUED Y MAP/PARCEL NO. - h . c ADDRESS VILLAGE �4+UWNER tom^ f DATE OF INSPECTIONY;. FOUNDATION � FRAME . VLi 6f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 1 M PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ue DATE CLOSED OUT r^ ASSOCIATION PLAN NO. �' ' THE UNDERSIGNED, A REGISTERED LAND SURVEYOR, AS—BUILT FOUNDATION PLAN OF LAND c lai HEREBY CERTIFIES THAT A SURVEY WAS ACTUALLY IN MADE UPON THE GROUND. BARNSTABLE, MA. "I CERTIFY THAT THE FOUNDATION SHOWN CONFORMS VILLAGE OF TO LOCAL ZONIN S THACK R QUIREMENTS." OSTERVILLE - • � . : �, � . • REGISTERED PROFESSIONAL D SURVEYOR DATE AT AVIV OSTERVILLE GRAND ISLAND PREPARED FOR , JOHN A. & JEAN M. HALLORAN SCALE: 1"=40' DECEMBER 20, 2000 — EARLE 0. PHILLIPS, JR. / = U l.T - CA a REGISTERED PROFESSIONAL LAND SURVEYOR 203 BELLEVILLE ROAD T '. NEW BEDFORD, MA 02745 0. TEL./FAX 508-999-5830 CWL AS-DDbqT o t �.• TOP�LWDATION cd EARLS . PHILLI O PS. cb No.30755cm N o cb 9F6IST� �t .'' 1.13 ACRES± NOTE.BEING SHOWN AS LOT#14-5.ON TOWN OF BARNSTABLE ASSESSORS PLAT #51. C.B. THIS LOT DOES NOT FALL WITHIN A SPECIAL FLOOD ZONE (ZONE C) AS SHOWN ON THE "FIRM" ' I MAP, COMMUNITY-PANEL NUMBER 250001 0018 D. 53. It MAP REVISED: JULY 2, 1992. sue\ — �10'.HIDE UTaM EASEMENT �a Ca. R=905. 20' . . . :�SEAPUiT•: .`•°� ��. R�R :. .��. .��� . . • . : •• . . . srnaext BEN HMAR%=22.52 M.S.L. i TOP SPIIdDLE OF HYDRANT NOTE:OFFSET DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES. ESTIMATED PROJECT COST WORKSHEFT Value LIVING SPACE (high end construction) 5� square feet X$115/sq. foot= J(pJ/; � S (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot'= o©� PORCH square feet X$20/sq. foot= (/0 DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Costly Inclusionary Affordable Housinq Fee Residential F1 Commercial" Property Owner's Name -a-� /J t7�A-t QZA/J P Project Location , CA U i r 03 J_1-��A2`L�, Project Value ��p ! Permit Number ���"Existing Sq. Ft. "Proposed New Sq. Ft. Fee $ —= Department of!n serial o!lmresu�auorrs 600 Washington Street _ Boston,Mass. 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DANA PICKUP ADMINISTRATOR 239 Huttleston aye i Fairhaven MA 02719 MAScheck COMPLIANCE REPORT ( I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 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: 11-13-2000 COMPLIANCE: Passes Maximum UA 1004 Your Home 977 Area or Cavity Cont. : Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS: Raised Truss 3896 30.0 0.0 125 WALLS: Wood Frame, 16" O.C. 5127 11.0 0.0 456 GLAZING: Windows or Doors 610 0.350 213 FLOORS: Over Unconditioned Space 3896 19.0 0.0 183 ------------------------------------------------------------------------------- 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 this buil an poling load if appropriate, has been dete fined using t applic a Stan and Design Conditions found . in the Code. The HVAC�equip ent sel ct d to eat or cool the building shall be no greater tha 125 of the sig as specified in Sections 78 CMR 1310 an 4. . Builder/De 'gner Date `�`' .4" 1 b\l MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Release 3 DATE: 11-13-2000 Bldg. l Dept. l Use I I I CEILINGS: [ l I 1. Raised Truss, R-30 I Comments/Location I Insulation must achieve full height over the exterior wall. I I WALLS: [ l I 1. Wood Frame, 16" O.C. , R-11 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.35 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I I FLOORS: [ l I 1. Over Unconditioned Space, R-19 I Comments/Location I I AIR LEAKAGE: [ l I Joints, penetrations, ,and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures 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 I 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 VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ l I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values and glazing U-values must be clearly I marked on the building plans or specifications. 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 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 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 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. ) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 I 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 I refrigerant below 40 1.0 1.0 1.5 1.5 I CIRCULATING HOT WATER SYSTEMS: [ ] I Insulate circulating hot water pipes to the following levels (in. ) : I I PIPE SIZES (in. ) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 I 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- ti N • p C,,D I 103' 37'_ - -- - ---- - -- 31'-10' 14'-2' I 60 3'4 --4'8— 4'8 3'4- —8't-- —7'9--- 7'-1' 60 .._2-Y!+.GaSTS TKE]i 0�[S , • • � O O O N O 918 -- - ---- o LIVING I I DINING -• _-- -- — -- II PORCH 6'8- -4'6 2'8 'S— -5'S -218 I 1 9'10---------- -10'2------------ o 11 g y 1 i 2$x1 P6S'IS YVlIM 0�15 fire place Deco beams Zu 2 flues w/crown rold zo< ! Z x$ wall 1 L.J ----------------------------- L( \ I Wa v u, o Call ul - o d Plumbing Chace — O in r1 a 2x8 watt I -----_ — -- _ MASTER BDRM 1 ; I ' ' �D i , to ft. f 1:3o ; 1 ( ; ' ��istc cnatH�;N � o i I ; 3 lr2'xl6' nmcxrar ;, ' o �10MASTER / — i i FALL °� 4 Par�allaM _ 0 -0 $' N N BATH - I - _-- I (- ; ; abode FAMILY �o Tray Ceiling 1 p I i i Troy CaliftL ID ENTRY3 ; ' WALK IN I I v r o CLOSET BA1 H KITCHEN ; cP OW m Al 3'2 - - - a-e ; ; ; 3 1/2 x 9 1/4 ----G!tia w ; 'W ; ; `-isaral[arh above------- - ---� kp r -- - - -- , -------- -- -- - ry � 3'-0' � 1 -- — a 3 1/2 x 11 1/4 - m HALL �` I ------- -- - ---- -- ----- i ih -� --- ----- -------- --------- -- --- I - - F- O O -- b b m N --5'10 3'4 I'IOJ \ I � ) � p �- i9. ------- - ----- ---- Micro Lan 0. Header above II + V f —7'1 ^� BATH � N -_ _----18'!1 -- --- - --------13'1-------- 14' HALL o � S y� HALL Z� i+ STUDY F I (p 00 0. 3 �S 0 4'-9' � 4' 6' ---4'-9' (p O 5' �V, s '� ----9'--- --9' — - � \ GARAGE 46'-O' - ' N. /5'x5'x 5/16' hube Steel Column TYplcal for Foal- SMOKE DETECTORS 0. P 1� BA NSTAB E B LDIN( 6. 2143 2 @t1 1 i S T FLUER PLAN REVISED 1 1 - 09 -00 � SCALE : 3/ 16 " = 1 ' - 0 " REVISED 09 - 1 -00 D Proposed Residen,ee Fora John Ilailoran and Jean Power�� � Oyster Harbor - Osten0e, Massachusetts Care Free Homes ,239 Huttleston Avenue i F czi r h,cxv e 7-L MA SCALE3 � 16"= 1 ' -0' 9- 7-00 00-35 _ FIRST FLOOR PLAN A — 1 ,(-D I 46'-0' 42'-0' DORMER 2 —0& r----------- - - - -- -- ----- ----- ------------------------------------------------------------- 1 ' 1 ' 1 ' I ' 1 ' 14' 1 ; 1 , 1 , 8'5 -f-3' 37 ' I , 1 , 1 R 1 ' I 1 ! ------------------------------- ---------------------- --------------—----- -- - ---------------------- ---- CD 1 1 1� • � I 1 o 00, ' 1 e 1 BATH �" BEDROOM ' 1 i I 1 I 1 o BEDROOM jo -4 1 Ljrw , , 1 1 r�VK 1 1 1 ----------------------------------------------------------------------------------------------- ---- ---- ----- -------- --------------------------------- - I o , 1 -1 EE- , 1 I i + LaD I , 1 a El I 1 1 o -------- 0 1 HALL ---- - - ---- 1 + o ro r- N 1 1 • 1 1 Q f --------------------------- ---------------------------------------------------------------------------- - 1 :r CLOSET OPEN BELOW ALK-IN CLOSET uO 1 1 1 I 1 1 � CD 1 , 1 r ------------------T ----------- ' `--------------------------------- - --------------� --- --- , ----- ---- ------- ---------------- ------ ---------------------------- -- , --------------------------- ----j \ 1 , , 5' 3' 1 , ` TYPICAL 1 1 1 \ 11'-6 1/2' 11'-5 1/2 11'-5 1/2' 11'-6 1/2' 8'll 13'1 14' -------------- 1 1 I " ` 1 , 1 1 i 1 1 1 1 1 O Y , \ i \ 1 GUEST ROOM , (:P` t^'p \ \ m BATH 81 \ \ s \� c��RED ARCy�T , BEDROOM pm O , No. 2143 Z \ 1309TON: P Q �'keC'TV(C C� u. �I ACC ❑ DFLOOR PLAN \\ \ c6ps. \ SCALE: 3/ 16 "= 1 ' - 0 " A' ` REVISED 1 1 -09-00 REVISED 09-25-00 REVISED 09 - 18-00 1 Proposed Residence For: John Halloran and Jean Powers Oyster Harbor, - Ostmilte, Massachusetts Care Free Homes 239 HuttZeston Avenue Fc�inc�xv en MA SCALE: -TR-07� 3 16"= 1 '—PDATE: 9-7-00 ' 00-35 I SECOND FLOOR PLAN A -2 1,51 -_ A _ -_� 4 =T AN SECOND FLOOR CEILING Tnr-- -H !I( L.J 7' B� - _-__ /j-' --- - SECOND FLOOR 7 - -T TT � i- [.-] I !IT -_ ---=-_` �---t----- `-� � ;� � i � ! . 1. �__ . -=- -- ___1 � � � i 'I -__ ; +i�: t iI I I FIRST FLUOR _ ` GARAGE FLOOR 1 D• FRONT EEEVATI ❑ N SCALE: 3/16" = V-0" p r_T SECOND FLOOR CEILING \ 7 -cam L i 771 L \�- SECOND FLOOR - ------- -- - ---- - __ - \ l -- S ZZ f .. i 2143 2. 0 BOSTON; 4 FIRST FLOOR 1�0•--- GARAGE FLOOR L- rL_ r7 rL Jy. J RIGHT SIDE EEEVATIIN REVISED 11 -09-00 - - -- REVISED 09 -25--00 SCALE 3/16" = V-0" REVISED 09- 18--00 Proposed Residence Fora John Halloran and Jean Polu)c,rs Oyster Harbor - Osterville, Massachusetts Care Free Ho ,m, es ,239 Hu ttLestorn AZe7zue F'air h cr,v e ?-L M,4 SCALE: . 3 1 6"= 1 ' -0' 9- / 0 _ 00 --_35 _ - ELEVATIONS -+-- A -3 i ------SECOND FLOOR CEILING / �.z II SECOND FLOOR L - ------- Ld FF r T - L11 - i 4- jt L I FIRST FLOOR 1 _ REAR ELEVATION 3 / rl zi_r r--tom-mot-r SECOND FLOOR CEILING i s rise � — T LT r -- ''III I'l II'' iri.1-i ------------------'--- ------- _ I , L- -.-.. �• L-r I SECOND FLOOR ,I ,I _ _ +il TTIx No. 2143 MA». I -- I FIRST FLOOR _ J l ' --- -- — — - - - —GARAGE T-- FLOOR REVISED 1 1 -09 -00 E E F T SIDE ELEVATION REVISED 09 -25 -00 REVISED 09 - 18-00 Proposed. Resliderz,ce For.- John Ilailoran and, Jean Powers Oyster Harbor - Osterville, Massachusetts Care .Free Homes ,239 Hutt1estoT- Avern,-ue Fcx irh0,z en MA SCjDATE PROJ.#-. ALE: 16"= 1 ' -0' 9 -- 7--00 00--35 ELEVATIONS I A -4- 37'-0' 31'-10' 34'-2' 2'-4' 46'-0' I 20'-0' , STONE SHELF ------- UNEXCAVATED All, Keyway I I 1 _ I1 ' o down 4 J 1 I I CD--- --- ----- -------- - - - --- - - - - - -- -- ----- - -- -- - -- -- ----- - ----- -- ------ --i I I o _ -- — -- C - - -- - -- - - - - - - - - - - - - -- -- - - r - - - ------- I 1 I `v I ;N ; ;cu I I I I ;x x ( — � I I A � ; ' �`r i I I I • i 4k i8 1 --- ---- 10'------ --. Keyway I ( I 4!i I I i down - h - ---------- ---- -- - -- - -=--__ F '�----------------------------� I �D I �I I I r— I I (Lower top of wall -- 5/8' to 8'-0' 8'-0' col lil I I N I + r -•!�-I r r-tip 12'-4, I_. -- - TT - -- 3-2x12 M 1 ' CRAWL SPACE I I 3-1/2' LALLY COLUMNS (T�P.) -ail- J L L J i I ICU u • j I in N iu ^'�' I I I I cr I I ent I 1 1 X:I: I / \ - I I o 1 I , ,I I (IJ ' I Ln p A ` Lower try nr wall ICU 43 -�_I 11 ! o - I P -- 1 48' MA CD -I _J \ j I L J J I L Ali I I \ n I I iii ili iD i ; O I 1 - 1 I In is'-2' ' �I� 16'-e• 13 -10 2 i 10.1 6 -10 I I I - ------ ------ �,- --- - - --- - --- —- --- - -+ ---- - - 3 0 6' 10 \ ► I ► ; � I l_ � -- — , �•- -2X10 + -- -- --------- I ----------- ---------------1 I -- r \\ r i y -- �{-------� i L_i_J L_'I_J I 1 + , ---------------- ----------- -- --- ---- ---------- --------- o 5'-6' 5'-5' o 2' �.� \ \\ \\ \\ 2 s I 1---- 5'-5 . Steel rod down 20' I I I 1 8'x16' COW- FIM MR I -4 i I Vent 5 14 �o I I I I l 2.0 13 O Flush Beata { \ \\ 2-2x12 L----- .\ T Lo wall 4' \ Lower wall 10' \ 9'-0' # 9'-0' t \ \\ UNEXCAVATED \ \ 46'-0 18'-0' y 3'-0' \\ \ \ Lower watt 17' \\ \\ 5'x 5' x 5/16' TS column \ \ \\ \ Tpyical for four \\ \\ \ \ Lower wall 17' IS \ \ \ \ \ \\ \ Lower wall 17'\ �> \ D A 40 � R \ Lower wall 17' // No. 2143 � BOSTONy MA k' \ \ . % FEUNDATION PLAN SCALE: 3 1 6 1 ) _0 „ R„o REVISED 1 1 -09-00 REVISED 09 - 18-00 Proposed R e s2 dern,c e Fo-r: ri John Halloran and Jean PowcrS' Oyster Harbor - Osterville, Massachusetts Care Free H o�rrn e s 2�39 HuttlestorL A uen,ue Fairh,czZerL MA SCA3 16"= 1 ' -0']DATE• 9-7-00 ' 00-35 FOUNDATION PLAN A -5 - I a 2 x 12 RIDGE BOARD 5 � 12 m 2 FIBERGLA55 SHINGLES 15# FELT UNDERLAYMENT G" ALUMINUM DRIP 5/6" PLYWOOD 5HEATHING \ 2 X 10 RAFTEK5 @ I G" O.C. �. — EDGE FLASHING a� 32"�OOLL .CAK TIE5 t _ cn 3 x5 ALCOA ALUM. @ 1 112" PROPER VENT GUTTER W/ G 10 i' HANGERS R-30 INSULATION I .� / 2 I x8 FASCIA BOARD TOP Of PLATE )M- 0 NOTE: ���� -- I" COK-A-VENT 112" G.W.B. WI 5.C.a. RE FER � --- - - I x5 SOFFIT BOARD I X3 5TRAPP!NG @ 12" O.C. T O .SECTION FOR , � FRAME CONSTRUCTION -- ------ --- --- -- -- - -- BED MOULDING 2X6 CEILING JOIST5 @ 16" O.C. -- 3/4" FRIEZE BOARD K-30 INSULATION I I t I 2 X 10 RAFTER _IN 1/2" G.W.B. W/5.C.F t J 2 X 4 WALL 5TUD5 @ I G" O.C. ALUM. FLASHING ?,13 INSULATION TYPICAL EAVE DETAIL 2 X 6 LEDGER 130ARD _ SCALE: 1 1/2" = 1'-0" 2 X 8 RAFTER @ I G O.C. 3/4" T+G PLYWOOD SUBFLOOR i 2X 12J015T5@ 16" O.C. � I X 3 STRAP. ! 2" O.C. 5EE TYPICAL SAVE DETAIL I ` r,.aT \� 112 GYP. BD. WI S.C.P. f " R-30 INSULATION � e� No. 2143 z 4_ 5ECOND FLOOR laosTONv ?_ X 6 CEILING JOIST @ 16 O.C. T TOP OF PLATE HANGER' - - 2 X 2 X 12 HEADER 2 X 6 LEDGER I I G' 10" Typ. r 6 10 — 2 X 2 X 12 HEADER 2 X 2 X 8 HEADER 1 � i I WALL CONSTRUCTION WALL CONSTRUCTION WHITE CEDAR SHINGLES 5" T.W. WHITE CEDAR 5hiNGLE5 5" T.W. v TYPAK HOU5E WRAP TYPAR HOU5E WRAP 112" PLYWOOD SHEATHING 1/2" PLYWOOD 5HEATHING 2X4 5TUD5 @ 16" O.C. I 2X 35NSD5A@TION O.C. R-13 INSULATION 1/2" G.W.B. W/ S.C.P. I ii2" G.W.Q. W/ S.C.P. t -. 4X4P05T t i 3/4" T+G PLYWOOD 5U'BFLOOR 1 X 3 BRIDGING 1 1 7/8" TJI 35 @ I G" O.C. @ 8'-0" O.C. MIN. 6" R- 19 INSULATION 1314" X 117/8" RIM BOARD FIRST FLOOR STONE PAVERS ON 4" CONCRETE SLAB (2) 2 X 6 P.T. SILLS OVER SEALER W/ SILL TOP OF i x x — — — — — — — — — — - STRAPS @ 4'-0" O.C. - - FOUNDATION ----- WALL 10, 16 OZ. COPPER FLA5HIN' - .- i-1-; (4) 2 X 12 LVL GIRDER APPROXIMATE GRADE APPROXIMATE 10° --7'-2°- - GRADE ' F--+ - ---- - - - - cn E-- E_ 2'-0" X 12" DEEP b 9 q„ i 0" CONCRETE FOUNDATION W �~- 0" - r _ _ _- 5, ;1 ,,1 10° W/ DA.MPROOFING o �' W CONTINUOUS CONCRETE FOOTING w ~ t r, Fm 2 X 4 CONTINOU5 KFYWAY --- U` 3112" LALLY COLUMNS r UNDI5TURBED EARTH (TYPICAL) oC o w TOP OF FOOTING �+ 20X12 DEEP 26X26X1'-0DEEP CONTINUOUS CONCRETE CONCRETE FOOTING w C� FOOTING --- ------- - ------- ------------------ \ 2'-0" X 12' DEEP CONTUNOU5 UNDISTURBED EARTH UNDI5TUR5ED EARTH l CONCRETE FOOTING Z UNDI5TURBED EARTH 8' 0" 30-0" J o �X 0 cnc FRAMING SECTION SCALE: 1/2" -�_1' --0„ - - ■� A - 6 I ,i NOTE. DIRECTIONS. ZONE. 1) The property line information shown was From Hyannis Follow. Main Street to the West RF-1 End Rotary and take third exit onto Scudder Area (min.) 43,560 SFy k Y compiled from available record information. e F r 9 P Frontoe min 20' :. : o ;; � Ave. Turn right onto Smith St. at the stop v« 2) The topographic information was obtained from g ( sign. Continue on to Craigville Beach Road and Width min 125 - , f f, �j an on the ground survey performed on (min) r rs a , left onto South Main. Street. Continue over the Setbacks: 4Pi "` °'�' °'° '\ 08-07-2020 by Sullivan Engineering using RTK GPS .�� bridge to Osterville onto Main turn Left at West z 3 The datum used is NA VD 88 a fixed mean Front 30 BoyRd. follow and turn left on to Bridge St. , sea level datum: g Side 15 continue to Gate at Oyster Harbors stay 4) Hordscape and other details in front yard are straight on Grand Island Drive and turn right Rear 15 N o. � not shown. onto Seapuit River Rd. #315 is on the right. i REFERENCES: ° Deed C208529 Plan LCP 15354-132 , 7 � - so e 4 r •—.. lea — �"`•Seaah FLOOD ZONE. Zone - X (Min Flood Hazard) LOCATION MAP: r Community Panel No. - #250001 C0756 J 1"=2,000±' July 16, 2014 Bench Mark - Top ASSESSORS REF.: CB DH Conc. Bound. El. _ f 22.t5' IvavD 88 Map 51, Parcel 14-5 N/F M,chpe, P He OVERLAY DISTRICT: AP — Aquifer Protection. District 18700, N 1 16 W j j 2 CB/DH I j —21 / fnd Posed ed enco Lawn Proposed / Fire Pit ropane j / 19.0' Tank Sill El. 20.5' Sill E/. 22 7' i JSill El. 2 = 21.9' ya � p 315 � Proposed # 38' x 18' Existing 1.5 Sty. Inground Poo w/f Dwelling CO O QO i O ^ O Q N Oi 2 7.2'�g � roCU \ N Pro ased } Pool abona O . Existing Conc, Lo 235 ' Patio 49,047 sf Elec. 21.1' i fence \/'oo/Proposed O / \ \ T Approximate Area of : �� _ (5 J-2° Existing Septic From Town B.O.H. As Built Card \ _ Cz V) N . I � I I I Cehd UIL ING aEPT LEGEND. SE Y I 've�0 CDT Cedar Tree S4S-�S 2�� TOWN OF ST HT Holly Tree • >>s.63. F oo - �AF�,11 ABLE DT Deciduous Tree /� gyp• CT Coniferous Tree Q� Utility Pole %� —E Electric O S C, -G— GasdeJ CB/DH �® fnd fl � Wetland Flag Light Post El CB/DH OHW— Overhead Wires --25 Elevation Contour T1 TLE PREPARED FOR: PREPARED BY. U) Site Plan r Pro OSed Improvements Michael F. &� Maryellen F. Collins Engineering At C/0 Bayside Building, Inc. --� 315 Sea uit River Road - 3 Bayberry Square Ivan consulting, Inc. O Centerville, MA 026,32 (508)428-3344 • P.O. Box 659 • 711 Main Street, Osterville, MA 02655 Barnstable (Oyster Harbors) Mass. seci(c$sullivanengm.com wwwsulhvanengm.com 20 o ao 20 . 40 so Draft: ASL/CTR Fld: CTR DA TE SCALE: August 10, 2020 1' = 20' in Ei inni Review: CTR Review: JOD � Prof• # 1998101 Proj. Bayside/Collins 2 i -- SOIL EVALUATIONS ,. ... a. hY {Y+i't NOTES. TEST PIT #DH-1 TEST PIT #DH-2 ' F ' " " DESIGN-CALCULATIONS LINES 20 FROM 17.8 ALL BE A MINIMUM OF 10 FROM PROPERTY 17.9 0 :aa. LEACHING AREA SHALL • f � o CELLAR WALL 5' ABOVE WATER TABLE & 150 FROM ALL EXISTING WELLS. ORGANIC ORGANIC PROPOSED 6 BEDROOM DWELLING � '� 17.65 3" 110 GALLONS PER BEDROOM " 3 17.55 d , SUPPLY. TOWN WATER 20 CovERs (TYP) N y R THIS SYSTEM IS NOT DESIGNED TO ACCOMODATE A GARBAGE DISPOSAL e ' ALL PIPE BETWEEN DWELLING & LEACHING AREA SHALL HAVE WATER TIGHT JOINTS. S N y�yM 10r53 10r5//3 _ ALL ELEVATIONS SHOWN REFER TO MEAN SEA LEVEL. " coARE-L�osE " coARE-L6osE DAILY FLOW.(6 BDRM)(110 GAL/BDRM)-660 GALLONS/DAY DASHED CONTOUR LINES REFER TO EXISTING ELEVATIONS. M.H. -M.H. M.H. 12 16.90 12 16.80 4 IN BLOCKS DENOTE PROPOSED B HORIZON B HORIZON INSTALL A 1,500 GALLON PRECAST CONCRETE SEPTIC TANK ., ; ` � ,:� ,: , •' • ' SOLID CONTOUR`LINES AND ELEVATIONS SAND SAND DESIGN PERC RATE: 1 INCH IN 2 MINUTES ",4u, �E , N • . °�� `� '' FINISHED GRADES 1 Oyr 5/6 10yr 5/6 SOIL TEXTURAL CLASS: SAND = CLASS I ZONE C _ COARSE-LOOSE THIS LOT DOES NOT FALL WITHIN A SPECIAL FLOOD ZONE ( ) COARSE LoosE EFFLUENT LOADING RATE 0.74 GPD/SQ•FT. PROPOSED AS SHOWN ON THE FIRM MAP, COMMUNITY-PANEL NUMBER 250001 36" 14.90 36" 14.80 REQUIRED LEACHING AREA: • .:;:>;: p B o� = 92 S .FT• RE UIRED � `� ' . �� k ,•r; ;, { : , ,�' 0018 D. MAP REVISED•JULY 2, 1992 FO ND 660 GALLONS DAY) DIVIDED BY 0.74 GPD SQ.FT 8 Q Qi L PERFORMED BY SULLIVAN ENGINEERING, INC. .TEST PITS SHOWN WERE ,. .. < EL. = 21 .38 FINISH 20 0'f C HORIZON C HORIZON O PREPARE THIS TOPO PLAN WAS PERFORMED . GRADE INSTALL (7) SEVEN POLYETHYLENE RECHARGER 330 UNITS WITH ,,,, `;p`f�t;�,,p ��` a;, .. :. •�- = � - THE FIELD WORK NECESSARY T � �� � � � SAND SAND ;F- 60" 12.90 WASHED STONE ALL AROUND AS SHOWN. + BY EARLE 0. PHI LLIPS dR• REGISTERED PROFESSIONAL LAND SURVEYOR, - � y TWO RISERS COARSE COARSE LEACHING AREA PROVIDED: ' r - .; .. V 0 (THIN NEW BEDFORD MA 02745, tel. fag 508)999 5830. �x � loose loose 203 BELLEVILLE ROAD, / ( 17.50 6 0 GTRADE BOTTOM: 12 -4 52 -11 REFERS TO AN EASEMENT TO r�. 23 LINEAR FEET NORTHWEST - 652 SQ.FT. ''�' o•''° a«.► ,, E TEN FOOT UTILITY EASEMENT SHOWN10yr 6 4 " ►, _ ... � / Y / .�, 42 LINEAR FEET (NORTHWEST) t SIDE: 130 6 2 0 - 261 SQ.FT. NEW ENGLAND TELEPHONE SCHrnAND TELEGRAPH COMPANY AND COMMONWEALTH " 70 OF 4 SCHEDULE ( )( ) 3 ��►;. 4 ,.. ,:. r r; .. t ELECTRIC :COMPANY DATED JANUARY 18, 1990. 40 PVC PIPE �' TOTAL = 913 SQ.FT. = FLOW LINE - - LOCUS THIS LOT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, IS ALL UPLAND AND � �c' :' -W. S-1.OY MIN. TOTAL DAILY FLOW PROVIDED - 675 GALS >>> 660 GALS. IS A MATURE FOREST WITH MANY SIZEABLE TREES. " - " SCALE:1"=2,000' : 16.88 N.W. 16.42 .:�� 1 " 120 7.90 120 7.80 BEING SHOWN AS LOT 235 ON LAND COURT PLAN #15354-132. 14 16.17 14.94 CONC. DIST. 14.77 DATE OF TESTS: NOVEMBER 17, 1998 # :' LOT 14-5 ON TOWN OF BARNSTABLE ASSESSORS :\ 17.26 N.E. " BOX INSPECTOR: JERRY DUNNING ALSO BEING SHOWN AS L # 4 .E. PLAT 51. . . SOIL EVALUATOR.��PETER SULLIVAN,, # / CELLAR ''' ' 10 (MIN.) 4" SANITARY TEES "TUF-TITS GAS BAFFLE(DEFLECTOR) PERC RATE:1 IN 2 MINUTE ,. FLOOR TOP OF DEFLECTOR TO BE 1/2" BELOW TEE NOTE:IT IS THE INSTALLERS RESPONSIBILITY TO USE AN AGGREGATE OF DOUBLE \ / WATER :TABLE .NOT ENCOUNTERED E ••: ''• WASHED STONE FREE OF IRON FINES AND DUST IN PLACE. ' IF .THE INSTALLER HAS LA1PN DRIVEWAY 12.17 NOTE:THE FINISH CONTOURS, PROPOSED EDGE OF :":, ..... • / �°''••• •' • ' • �~ ' "•' •'' •� '' ''i '• •'' 6"CRUSHED STONE ANY QUESTION`CONCERNING THE QUALITY OF ..STONE HE HAS PURCHASED HE LANDSCAPING WERE TAKEN FROM D LAND •�::•. �. • SIDEWALKS PATIO AN u'I'ILITY ' ' • • • ' LAYOUT, � •� PROPOSED SHOULD CONTACT THE DESIGN ENGINEER OR THE BOARD OF HEALTH PRIOR TO A PLAN ENTITLED:"COY'S BROOK INC., PRELIMINARY LANDSCAPE PLAN Box 1 / 1 CONC. SEPTIC TANK NOTE:IF ANY SYSTEM COMPONENT IS THE INSTALLATION OF THE PRODUCT.- • "- DATED 10-6-00 1 500 GAL. PRECAST JOHN & JEAN_HALLORAN RESIDENCE, SCALE. 1 =10 , DA SUBJECT TO VEHICULAR TRAFFIC. IT J & R PRECAST INC OR EQUAL LOADING.- DRAWN BY G.S.M." UTIIITIES � �' �, � MUST BE DESIGNED FOR H-ZO LOADING. uT n"i (NOT TO SCALE) BORE CTRIC � •� \ CTRIC 1 O / MANHOLE 21 EXISTING _ J -0" '-10" '-3" '-3" '-3" '-3" '-3" -10" '-0" / :• WOODED / AREA 1 - I N47.11 " 4'-0PROP / RDGE OF 11 I END OF PIPE CAPP / I 12'-4" 4'-4" E UNIT I UNIT I UNIT I UNIT I UNIT I UNIT R UNIT � / I / ,, I LAWN • : C.B./D.H. (�.) 22 ti 1 D 2 f G s , i.i 3 A ES EXISTING 1 - WOODED AREA TOP VIEW OF LEACHING TRENCH \ (NOT TO SCALE) PROPOSED .• � PORC$ Q \ • , PROPOSED O.' SED CPA TES�J PIT DH-2 ��ROOM DAE� ' l SPACE 1 rro _ G FINISH 18.0f GRADE OP OF F1VD R`22.69 LAWN .--�"- I - - - - F,J► Y25 4.05f ,� 0 4 PERFORATED PIPE N VIEW � � y - 14.50 PLAN \ I 14.72 THRU ALL UNITS 1/8 1/2 DOUBLE WASHED STONE SCALE: 1"-20' /• • w S=.005 FT./ T. } 15.04 /• ' 91 IAWN / , CJI ::i.�'+.,r;+;0 r r � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 o e o � � �i' w• , •• � O O O 0 0 o O O O O 0 O o 0 O O O O O O 0 0 o O O O O 0 O O o o O O 0 0 O O O O o o O 0 O O o o O O o 0 O O �1��'y:, �•!••N�.•i�kr, ; s Q 12.50 BOTTOM LAID LEVEL 3 4" - 1 1 2" / WASHED STONE / DOUBLE SEPTIC TANK o r w PROFILE OF RECHARGER 330 UNITS (H20 PRODUCT) CO1 / / : : ' • '• � ' �•.•. : �o DISTRIBUTOR. EA.�TON WINWATER .WORKS CO., INC. o (OR EQUAL) NOT TO SCALE I PROPOSED HRIV�E b.:' 2.7' f J 100% LEACHING TRENCH ,. / 18 / 1 E EXPANSION AREA 17 C.B./D \ / ►. ,,: EXISTING '• ' 1 17 . WOODED '• .�. ..';•. :�`. + 54.0't LAWN • AREA '• ' ., PROPOSED - . WATER SERVICE \ l ' EXISTING - / P WOODED \ 1 /819 1 /2" » ���L�N o�, ssq� 19 AREA 2 M IN.) y /:. .*. . - - -- ._._ \ \ WASHED STONEEARLS U �, SEWAGE DISPOSAL PLAN OF LAND 0' HIDE NO S) PHILLIPS,JR. IN 1 o L=2 8- 0' C.B./D.H. N0.30755 o D.H. FND. -- BARNSTABLE, MA. _ . . --- '"' 3/4 -11 2" 3/4"-11 2" � ��.• , o, R_9 5, .o � ) � --.... WASHE 30; 1 �2 �- ��s�Ea VILLAGE OF 27 .. ' ` ,' � WASHE � 'j ELECTR I C 19 ' _LA1fN U.P.# - - •• - � - ` _ OVERHEAD r `� 1 STONE STONE U O S T 1 RVI LLE MANHOLE „ ,.► �- ..��r�' - - _ y -. 1 !1 f !1 �! U.P.#26 _ �=._-- - �''�p,� ` - --- AT JIT -- RIVER' • A� . U.P. 29 O STERVILLE GRAND ISLAND AI yOUT) ; ' 12�-4» ��°F ass,° PRPEARED FOR SIG _�-, ' ' (40 WIDE.* - - �...�8 P0S ..._ - --_ -- - �N JOHN A. & JEAN M. HALLORAN - 17 AGE No'38%7 NOVEMBER 2, 2000 SCALE:AS NOTED TYPICAL X-SECTION OF LEACHING TRENCH 20 A99Fc, �P``��`�Q ALAN E�PING ENGINEERING, INC. ,,.,. BYDRANT (NOT TO SCALE) Fssb n Goa , 261 NEW BOSTON ROAD ' .. iIENCHMARK=22.52 M.S.L. fv�,�a�,-,- FAIRHAVEN, MA. 02719-5301 tel. (508) 997-9311 TOP SPINDLE OF HYDRANT . ! SLOPE EARTH SURFACE 1/4!' PER NOTE TABLE NO. 1 GENERAL NOTES OWNER BENCH AND STEP OPTIONS. BOND BEAM HORIZONTAL BARS MAY BE 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES.REINFORCING STEEL FOOT OR SLOPE DECKING 1/8` TO OVER OR UNDER VERTICAL BARS. NON-EXPANSIVE EXPANSIVE NO DECC/HIG H OF. BUI.D'8 SURCHARGE i. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING 1.KEEP SHOTCRETE(GUNIV DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3' CLEAR FROM EARTH). 1/4 PER FOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAILS POOL a OR SPA SHAPE,DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND STRUCTURES. 2DO NOT TURN ON LIGHT WHEN POOL IS EMPTY. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE do ARE RELYING ON 3-DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL(IT MARKS THE PLASTER). 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN 2 STORY WOOD A B C D' INFORMATiON PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS THE STRUCTURAL POOL SHED_ REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL APPROVED SEALANT RECOMMENDED, (PER STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS SHOULD snE CONDITIONS GLAZING IN HAZARIMS LOCATIONS FRAME BUILDING DETAIL#B). REQUIRED W/ EXPANSIVE SOIL VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY v v OF THE CONTRACTOR OR THE OWNER TO NOTIFY P ENGINEERING INC MD OBTAIN APPUCABLE O.AZING SHALL COMPLY WITH 2Di8/2015/2D12 IBC SECTION 2406.4.5 INCLUDING LOCALLY BASIC GRID #3 1500 /FOOT MAX. COPING " mEgAI ENGINEERING DETAILS PRIOR TO CONSTRUCTION, EXPAug mi DET I ME V i ID ONLY ADOPTED AMENDMENTS. TABLE 1 TABLE 5 BARS 0 le O.C. BOND BEAM `� `� `O '� TOR S?ATfD EOLI1VA!ENT FLUID P JRES AND P ENGINEERI,ING. RE DM'Nps THAT t.GLAZING IN WALLS AND FENCES ENCL09NG INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS DRAIN SEE DETAIL #1 Lek12 OWNER OR CONTRACTOR OBTAIN A SOPS REPORT AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: A TABLE TABLE TABLE WATER SURFACE. \ 3. THIS PLAN IS NOT VALID WITI10UT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN A. THE BOTTOM EDGE OF THE GAZING ON THE POOL OR SPA SIDE IS LESS THAN 80 INCHES DECKING. MINIMUM' APPROX. 3' BELOW ® BELOW IN FIGURE 18 APPLY(PER 2012/2015/2018 IBC SEC. 1808.7.3). ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING; AND WIDTH PER LOCAL B E F G BOND BEAM. ,w t i ""w"vu jE (3)/3 BARS. (4) p BARS (4)p BARS (4)p BARS 4. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPUCABLE TO NON- STRUCTURAL 8-THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE OF A SWIMMING BUILDING CODE C ' e :� _+ it E.F.P. 30 P.C.F 45 P.C.F. 62.4 P.C.F. 4:5 P.QF. ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING.ELECTRICAL, FENcING.CONCRETE DEgONG AND POOL OR SPA. ��rr _ _ 3'-0" MIN. za o +I ;� m POOL GEOMETRICS. -- ! '� m 3 VERTICAL VERTICAL VERTICAL VERTICAL 5. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT ENCLOSURES AND SAFETY DEVICES ' N ' D R C STEEL C STEEL C STEEL C STEEL DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. i.PRIOR TO FILLING,THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 4'MIN. HIGH h o r B. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDI11ON OF THE INTERNATIONAL h o mo H COPING o {, 3• a LO 0 3.0` 1'-0' 3" 3 O 12" 3" �U3 O 12" 3" 3 O 12 3" N�3 O 12" BUILDING CODE AND LOCAL ORDINANCES SELF-LATCHING LATCH WITH LATCH NO OPENINGS GREATER THAN 4". GATES TO BE SELF-CLOSING do NO R.B.B. 1 0- m I 11 CLR. --- - - --- --- 7. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC LATCH A MIN. OF 4'HIGH. WHERE THIS VARIES FROM LOCAL CODES,THE urw N a I '� a m�nr n n r,nrw I N a 3'6" 1'-O" 3" 3" 3" 3" STANDARDS AND/OR LOCAL CODES LOCAL CODES SHALL PREVAIL 8. SIGNS&SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 2WIHEN REWIRED BY AD BUILDING OFFICIAL,BARRIERS SHALL COMPLY WITH IBC SECTION 3109 � I m ^ �j o BENCH/STEPS a ---'- 4'0" 1'-0" .3" 3" 4" 4" INCLUDING LOCALLY ADOPTED AMENDMENTS SEE OPTIONS t L 6 w �- -- - -- - --- ---- 9. PUBLIC POOLS REWIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE 3.ENTRAPMENT AVOIDANCE SHALL COMPLY WITH THE INTERNATIONAL SWIMMING POOL AND SPA o ABOVE r�J t ri UNDISTURBED SOIL :I a �' 4'6" 1'-0' 3' 3)¢' 5" 5' DEVICES FOR THE DISABLED. CODE AND ANSI APSP-7. r ,� r - �, 1500 PSF MIN. - 1O.CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS do DIMENSIONS AT JOB SITE. I w J I BEARING VALUE: 5'0 1' 6- 3" #3 0 6" 4" #3 0 6' S" #3 0 6" SPA SINGLE-WTLET SYSTEMS.SUCH AS AUTOMATIC VACUUM CLEANER SYSTEMS, OR OTHER r I , - ---_ O 6" 5" --- 11.POOL LENGIH,'GRADE BREAK LOCATIONS d<DEPTIH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL SUCH MULTIPLESUCTION TETS SHALL BE DESIGNED SUCTION CUTLETS WH TO PRODUCE CIRCULATION THROUGHOUT THE POOL OR _ - -- - COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPUCABLE STATEETHER IS BY VALVES OR OTHERWISE SHALL BE N I INFLUENCE LINE �► 5'6" 2'-0` 3" 4' 5" 5%- AND LOCAL HEALTH DEPARTMENTS REOULATIONS AND MANUFACTURERS RECOMMENDATIONS PROTECTED AGAINST USER ENTRAPMENT ALL POOL AND SPA SUCTION OUTLETS SHALL BE UNDER- I I FOR FOOTING C. SHOTCRETE COVER J`� ---- ---- -_-_ ---- 12.IN ACCORDANCE WITH IBC, A SITE SPECIFIC SOILS INVESTIGATION MAY BE REWIRED FOR PROJECTS PROVIDED NTH A COVER THAT CONFORMS TO ASME A11219,8M. ' TO BE CHANGED R: •�i ` LOCATED IN SEISMIC DESIGN CATEGORIES D.E, OR F. SURCHARGE 6'0" 2'-6" 3" 4" 8" 5W IN ADDITION, ALL POOL AND SPA CIRCULATION SYSTEMS SHALL BE EQUIPPED WITH AN WATER I l UNIFORMLY. Iy - -- -- - -- - 13.WHERE FREEZING TEMPERATURES OCCUR, THE POOL SHALL BE WINTERIZED TO PREVENT DAMAGE TO / SEE TABLE 1 �. i `' 6'6" 3'-0" 3" ---- 4% ---- 7» ---- 6�fe' --- THE POOL STRUCTURE, PLUMBING,AND POOL EQUIPMENT CONTACT LOCAL PROFESSIONAL FOR ATMOSPHERIC VACUUM RELIff SHOULD GRATE COVERS LOCATED THEREIN BECOME MISSING OR e PROPER WINTERIZATION PROCEDURES BROKEN. SUCH VACUUM RELIEF SYSTEMS SHAM.INCLUDE AT LEAST ONE APPROVED OR DE'AILP#10. 0•ER rn, ADD IT 0 12 O.C. " 1 7'0" 3'-6" 3" 5" $' 7Yz" - ENGINEERED METHOD OF THE TYPE SPECIFIED HEREIN, AS FOLLOWS: 1. SAFETY VACUUM 5' LONGITUDINAL O TRANSITION ACTUAL DIG LINE OCATE EL II Z , . ---- ---- -- - ELECTROL AND PWMBING RELEASE SYSTEMS CONFORMING TO ASME A112.19.M- OR 2. APPROVED GRAVITY DRAINAGE FOR EXP. SOILS 3 CLRLFROM EARTH ( 7'6" 4•-0" 3" - _ 5%" ---- B%* ---- 8)/" --- ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL WIDE(NEC). SYSTEM. TYP. FLOOR -- 8'0" 4'-6" 3" -- 6" 9" 8 - 1. IN ACCORDANCE WITH NEC SECTION 680.26.ALL METAL WITHIN 5'HORIZ OF INSIDE WALL OF POOL IN ADDITION, SINGLE-OR MULTIPLE-PUMP gRg11 ATION SYSTEMS SHALL BE PROVIDED WITH A STEEL BASKET IS NOT REQUIRED � �'�" VERTICAL STEEL. ---- -- _ - MINIMUM OF TWO SUCTION OUTLETS OF THE APPROVED TYPE. A MINIMUM HORIZONTAL OR 6" THICK MIN. SHOTCRETE (GUNITE) USE TABLE 1 SCHEDULE V, 24' MIN. AND 12 VERT.ABOVE WATER LINE MUST BE BONDED VIA EQUPOTENTIAL BONDING GRID.BONDING VERTICAL DISTANCE OF 3 FEET SHALL SEPARATE SUCH OUTLETS. THESE SUCTION OUTLETS DRAIN PIPE SHALL NOT W/ #3 BARS 0 12" O.0 SEE TABLE 1 9'6" 5'-0" 3" 6" 9" - 8Y" GRID SHALL EXIt]NIO UNDER PAVED WALKING SURFACES 3'HORIZ BEYOND INSIDE WALL OF POOL SHALL BE PIPED SO THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A ENCROACH INTO GUNITE SHELL EACH DIRECTION (BUILDING SURCHARGE) WHEN ,•�/ EXTEND WALL CONCRETE REINFORCING TIE WIRES SHALL BE MADE TIGHT FOR BONDING PURPOSES, VACUUM-RQUff-PROTECTED LINE TO THE PUMP OR PUMPS SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL REINF. INTO FLOOR. 2 OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. CIRCULATION DRAINS: IN HIGH WATER TABLE, INSTALL 'W` IS LESS THAN POOL DEPTH. #3 BARS 0 If O.C. (30• MIN. FOR TABLL 5G) INDICATES TYPICAL RADIUS (ACTUAL RADIUS NO DECK OR HIGH 3. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE IN ADDITION, WHERE PROVIDED,VACUUM OR PRESSURE CLEANER FITTING(S)SHALL BE LOCATED WITH LOCAL REGULATIONS IN AN ACCESSIBLE POSITION(S) AT LEAST 6 INCHES AND NOT GREATER THAN 12 INCHES PROVIDE(2)ANTI-VORTEX CIRCULATION DRAINS PER PUMP, HYDROSTATIC VALVE AND ROCK MAY VARY, SEE STRUCTURAL NOTE �12) EXPANSIVE SOIL 4. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. BELLOW THE MINIMUM OPERATIONAL.WATER LEVEL OR AS AN ATTACHMENT TO THE SKIMMER(S). COVERED WITH APPROVED AS.M.E. STANDARD Ai12.19.8 PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0' FROM THE TOP OF THE POOL 5. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. ANTI-ENTRAPMENT GRATES,THAT ARE HYDRAULICALLY MASONRY SCREEN OR GARDEN WALL: (RAISED OR NOT RAISED). D' IS DISTANCE DOWN BUILDING FOOTING 6. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE IBC BALANCED AND SYMMETRICALLY PLUMED 11THREE 'T' WALL DOES NOT REQUIRE *IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0' THEN NO ADDITIONAL FROM TOP OF POOL WALL SURCHARGE 7. CONTRACTOR IS ADVISED TO REFER TO THE INTERNATIONAL POOL AND SPA CODE AND ANSI/APSP-7 GEOTECHNICAL, NOTES: FITTINGS DRAINS SHALL BE SEPARATED U THREE FEET IN SURCHARGE DETAIL) FOR PROPER INSTALLATION OE'THE POOL CIRCULATION SYSTEM SUCTION OUTLETS ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMEa1T DETAINS) RL WHERE REINFORCING STEEL.IS ENCAPSULATED WITH A NONCONDUCTIVE COMPOUND, PROVISIONS SHALL . POOL ENGINEERING INC. (PEI) STRONGLY SUGGESTS THAT 111E PROPERTY OWNER AND/OR BE MADE FOR AN ALTERNATIVE MEANS TO ELIMINATE VOLTAGE GRADIENTS THAT WOULD OTHERWISE POOL CONTRACTOR CONSULT WiTH A GEOTECHNICAL ENGINEER/ENGINEERING GEOLOGIST TO BE PROVIDED BY BONDED REINFOR'�I'NG STEEL. OBTAIN A SOILS ANDT/OR GEOTECHNICAL ENGINEERING REPORT FOR THE PROPERTY ON TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION ".T.S. 1' S1RUCIURAL NOTES �I TO PEI,IRE DBE SHEETS CONSTRUCTED. PRO IEDABY PQ ARE BASED ENGINEERING RUM THE REPORT.WAS t. SOIL IF SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACED AGAINST A SOIL REPORT HAS NOT BEEN PROVIDED TO PEI, THE PLANS AND DETAILS PROVIDED BY UNDISTURBED SOIL OR SOILS ENGINEER APPROVED 90%COMPACT FlU_ THIS PLAN 1S NOT SUITABLE PEI ARE BASED ON INFORMATION PROVIDED BY THE OWNER/COMRACTOR AS WELL AS THE TOP OF TOE OF SLOPE OR OTHER NOTE c�~ ALLOWABLE PRESUMPTIVE SOIL PARAMETERS PROVIDED IN THE REFERENCED BUILDING CODE SPECIAL DETAIL REQUIRED WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM POOL. POTENTIAL ��D�FFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER WHEN LESS THAN 10' SLOPE SURCHARGE CONDITIONS THE LIMITATIONS BELOW OR AM11ONAL BEHIND POOL WALLR 15 THE RESPOHSlBILTI1 OF THE PROPERTY OWNER AND/OR POOL CONTRACTOR TO C1d15E {SEE GENERAL NOTES ,y3, SURCHARGES NOT COVETED BY THIS BOND BEAM PER 2. ALL REINFORCING SIM SHALL BE DEFORMED BARS do CONFORM TO ASTM A615 GRADE 40 FOR.#3 THE G HE RE POI BILITY F ENGINEERINGPROPERTY OWNERIS ND/ CONFIRM THAT THE PENS AND PLAN ARE PRESENT, ADDITIONAL DETAILS #1 & #12 z: 1 4" PER NON-EXPANSIVE EXPANSIVE NO DECKAM DIP. BARS AND/4 BARS SPLICES TO'BE LAPPED;A MINIMUM OF<24".'MINIMUM CLEARANCE BETWEEN // '� / PARALLEL,BARS IS 2 1/2'. THE DETAILS PROVIDED BY PO MEET THE REOUIREMEMs OF THE PROJECT SITE AND THE SURCHARGE DETAILS ARE REQUIRED. FOOT. E F G 3. (1)/4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF(2) /3 BARS."WITH THE EXCEPTION cEOTECHIJICAL ENGINEERING REPORT. -; TIHAT IF#4 BARS ARE USED FOR THE BASIC GRID;THE MAXIMUM SPACING IS f4 BARS AT 18" O.C.. SPECIAL DETAIL REQUIRED a j�(;1) #3 0 TOP EFP. 30 P.0 F. 45 P.C.F. 82 4 P.C.F. 4. THE PLAN TARES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT FOR CONVENIENCE OF 1HE WHEN LESS THAN POOL DEPTH OR H/4 X m INSTALLER,THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY OVEN POINT'IN THE POOL a fi I VERTICAL. VERTICAL VERTICAL _ (7.5' MAX. H/4) cocWIATERPROOFlNG RECOMMENDED. D C C C STRUCTURE SPECIAL DETAIL REQUIRED " w o STEEL STEEL STEEL 5. GROUNDING/BONDING(PER THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE)OF HORIZ. STEEL m m m 6" C.M.U. W/ THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. WHEN LESS THAN H/6 I. c m 3'6" 33 O 12" 3" 3 O 12' 3" �13 0 12". (10' MIN.. 20' MAX.) BARS 0 12" D.C., w i ,#3 VERT. BAR 0 2,C O.C. --- - ---- ---- 6. SHOT TE(GUNITI�TO BE IN CONFORMANCE WITH 2018 IBC SECTION 19M(2015 IBC SECTION 1908 a L SOLID GROUT. 4'0" 3" 3" 4" 2D12 IBC SECTION 1910. 2009 IBC SECTION 1913)&SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH r - -- --- ---- OF Z500 PSI AT 28 DAYS ALTERNATIVE BOND--)I- V1,11 p of 4'6" 3' 3Yi' 5" 7. WHERE'APPLICABLE.SHOiCRETE(OUNITE) TO BE IN CONFORMANCE WITH ACI 318 CHAPTER 4, PER I.B.C. SECTION 1808.7.3 BEAM LOCATION ( q t BOND BEAM DURABILITY REQUIREMENTS. CONCRETE THAT WILL BE EXPOSED TO FREEZING AND THAWING,DEICING _ \ LINTER 1�1'1 5'0" 3" 13 O 6" 3 t" 3 ®S` 5' �JE3 ®-8 CHEMICALS OR OTHER EXPOSURE CONDITIONS SHALL COMPLY WITH ACT 318 TABLES 4.Z1 AND 4.3.1: VERT.$IEEI. n1ERTICAL STEEL W/ -- -- -- - CONCRETE EXPOSED TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL BE AIR ENTRAINED IN 5=6• 3» 4» 6» a _ ADDITIONAL SPECIAL DETAILS: N.T.S. SEE TABLE 5, �4� MIN. EMBED. ---- ---- ACCORDANCE WITH ACI 318 TABLE 4.4.1.CONCRETE THAT WILL BE SUBJECT TO THE FOLLOWING ---- EXPOSURES SHALL CONFORM TO THE CORRESPONDING MAXIMUM WATER-CEMENTIiIOUS MATERIALS J SURCHARGE CONDITIONS REQUIRED FOR CONDITIONS ABOVE 3 sa xEs E; F OR G 6'0' 3%" -_ 5' -_y_ 7- --__ RATIOS AND MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS OF ACI 318, TYP. HORIZ. STEEL 3' 44.0 6'6" 4" ---- 6' g" SECTION 4.21: CONCRETE INTENDED M HAVE LOW PERMEABIUTY WHERE EXPOSED TO 07M, GIRL V. r CONCRETE EXPOSED TO FREEZING AND THAWING IN A MOIST CONDITION OR DEICER CHEMICALS, OR REFER TO AMETRICAN NATIONAL STANDARD FOR RESIDENTIAL IN-GROUND SWIMMING POOLS PUBLISHED BY - - 7'0' 5" 6" #3 O 4" 8" �13 O 3" CONCRETE WITH REINFORCEMENT WHERE THE CONCRETE IS EXPOSED TO CHLORIDES FROM DEICING BUILDING AMERICAN NATIONAL STANDARD INSTITUTE (ANSI)AND THE ASSOIIA71ON OF POOL AND SPA PROFESSIONALS (APSP) CUR. - -- ---- ---. CHEMICALS,SALT,SALT WATER,BRACKISH WATER, SEAWATER OR SPRAY FROM THESE SOURCES.. H D E PT, 7'6" 5%" 6", 8" 8. CEMENT SHALL CONFORM TO IBC SECTION 1903.1,ACI 318 SECTION JZ &ASTM C 150. ---- - -- ---- 9. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACT 318 SECTION 4.2.1 N� 0 BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: 8'O" slit' ---- 7» 8%t" FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL ® SEP.y 0 (GUNITE) THICKNESS PER -- - - 10.KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS 1 1 L a 1. CONCRETE BLOCK SHALL BE GRADE N(EXPOSED i0 WEATHER).TYPE I (NON-MOISTURE 8'6" 7Yt" 8" 93�t 11.ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATER-PROOF SURFACE APPROPRIATE WALL CONTROLLED),NORMAL WEIGHT UNITS(135 PCF).CONFORMING M IBC SEC. 2103,AND ---- ---- - 12.FLOOR 1D WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN SCHEDULE. ASTM C 90.ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm =15M psi. 9'0" 8" ---- 9" 10%* ---- INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET. TOWN V N OF BAR N z > ° 2 GROUT SHALL CONFORM TO IBC SEC. 2103 do ASTM C 476 WITH f�2,000 PSI. SEE IBC 9'6" 9 10" 11?<t" 13.IN AREAS WITH SOIL CONDITIONS SUBJECT TO FROST HEAVE, THE FOLLOWING REQUIREMENTS APPLY. STABLE ° a.IN ACCORDANCE WITH IBC SECTION 1809.5. THE ENTIRE BOTTOM OF POOL STRUCTURE AND OR F n n POOL BOOR THICKNESS q I. TABLE 2103.12 FOR PROPORTIONS OF INGREDIENTS ---- ---- --- w a. •a MAY VARY TO ACHIEVE p � "� 10'0" 9" 11" 12" PLUMBING MUST EXTEND BELOW THE FROST LINE OF THE LOCALITY. .e Q ° -----_--• i 3 MORTAR SHALL BE TYPE M WITH fc= 1800 psi AND SHALL CONFORM'TO IFIC SEC.2103 - -- --- b.ALTERNATIVELY.WHERE DAMAGE TO THE POOL STRUCTURES, PLUMBING, ADJACENT STRUCTURES DESIRED WATER DEPTH. a &ASTIR C 27t SEE IBC TABLES 2103.8(i),(2)FOR PROPORTION AND PROPERTY 11,0" 9" 11' - 123¢" AND SURFACE IMPROVEMENTS IS A CONCERN, SELF-DRAINING GRANULAR BACKFILL MAY BE SPECIFICATiONS EXTENDED BELOW THE FROST-UNE WITH A MEANS TO PRECLUDE BUILD-UP OF WATER. SEE STRUCTURAL NOTE #1 SHALLOW FEATURES MAINTAIN 180 MIN. EMBEDMENT INTO , N.T.S. 4 RAISED' BOND BEAM N.T.S. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE UNDISTURBED OR 90% COMPACTED SOIL 5 NOTES HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE 9" do LARGER PROPERTY RIGHTS TO ALL DRAWINGS,REPRESEINTATIONS, 6'-B" +r- BRICK OR PRECAST IDEAS, DETAIS.NOTES&SPECIFICATIONS OTHER COPIES SPA AIR-LINE N0. 1 k DETAIL#12. `- 2` 2 CONCRETE COPING. OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED 9 1/2' 3RD AND/OR 4TH THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND c�i- -r , ;.�w,„r,M� <- 4'-0" MIN. EXPANSION JOINT do SEALANT to 12" BAR LOCATION ENGINEQRING,INC PERMISSION FOR ANY COPES OF SAID z LEVEL TOP OF GUNIIE BEAM. MAINTAIN xc o ® ` (2) #3 >4 I (4) /3 BARS W/GROUT& PLACE REQ'D. FOR EXPANSIVE SOILS. io I I MAY VARY TO COPYRIGHTED MATERIALS.DRAWINGS,REPRREsaNTATIONS, i �V 1 CLR. TO REINF. d BARS - DECKING ELECTRICAL'J' BOXg / • IDEAS, DETAILS. AND SPECIFICATIONS OTHER ORIGINAL OR I 6" " CU /15 FELT OR 4 MIL PER DETAIL th i -PRROOVIDBERM 1/2 COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY w I EN THICK x BARS m t MIN. CLR. VISWEEN ON TOP 8' MIN. ABOVE DECK, WATER FINISH BOND BEAM W 4 BARS ANY PERSON, BUSINESS,OR CORPORATION MAY ONLY BE 3' 1 AROUND ALL COPING - PARALLEL BARS. AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION n � I SPA LIGHT � �` O.C. iv a BARS 12' � �LINE OR FLOOD LINE WHICH / O #3 -o PIPES #3 O.C. EA. WAY. m OF POOL ENGINEERING,INC.BY THE USE OF THIS PLAN, EA. WAY. EVER IS GREATER. GRADE PER DETAIL �Ot Nk /12. DECKING. a _ �r '_ � TILE THE USER ACKNOWLEDGES THAT HE HAS READ Nk UNDERSTANDS ALL OF THE NOTES INCLUDED HUM. EQ. EQ. WATER �WATER SKIMMER BOND BEAM PER TABLE NO. t. a J 6` UNE. 24' LINE. COVER. a w PLUMBING MAY BE LOCATED BOND BEAM HORIZONTAL REINFORCING PER DETAIL 110. �, .. (2) /3 BARS �� 2 1 2 � IN BOND BEAM LOWER CORNER NOT REQUIRED IF 6' MIN. MIN �� z 0 ZCOMPACTED / 3" BARS MAY BE OVER OR CALLS BY: A.J.C. CLEAR PROVIDED. BEND. ��� FILL CUR. X o w MAINTAIN 1 CUR. TO REINF. UNDER VERTICAL BARS. Z 5 MIN. " BOND �� q�� Z o N DRAWN BY: T.L.L. so Ti 24" MIN. LAP >_ AROUND All BEAM ii ��lp , ® o 6 0 . CIRCULATION DRAINS: INTO SPA FLOOR #3 BARS � � LUNDER ��� -"� �4. el �,ea, PRECAST COPING OR BRICK 8 OR POOL WALL 012'O.c (2) 3'z'BARS SKIMMER. �� < �N '� O F --�` CHECKED BY: R.L.L. PROVIDE (2) ANTI-VORTEX CIRCULATION DRAINS PER PUMP, FA WAY. U)8 COPPER �,P A 6 M ; <m a (2) /3 BARS COVERED WITH APPROVED A.S.M.E. ANTI-ENTRAPMENT GRATES, GROUND WIRE THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY L I c 3s VENEER.' FOR USE O N L-Y AT. PLUMBED THROUGH 'T` FITTINGS. DRAINS SHALL BE DAM WALL 6 DAM - LAP INTO SPA REINF SECTION AT SKIMMER N.E.C. APPROVED--/ J `� \�-_ iO c BEND 315 Sea Ult.Rd SEPARATED BY THREE FEET iN ANY DIMENSION. SEE HORIZ. BAR 12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT. '� FIXTURE `<`b _-_ co VERT. STEEL p ELECTRICAL AND PLUMBING NOTE 7. LAP SPUCE LENS ---- 4,5•pR gp• �� Osterville MA 02655 - LAP OUTSIDE BARS INTO POOL REINF. 24` 6' RECESSED i11LE z' POOL MIN. (2) #3 BARS MI . LIGHT. �,o . Jy ?� BOND BEAM PER-� SPA 'DETAILS MAY BE USED LAP EACH WAY 5 `' TABLE N0. 1. -PLASTER TtN F tia sy SPA DETAILS - FOR SPAS WITHOUT POOLS. AROUND NICHE 3" LAPM'TNYP ``? cy '► � ROCK OR BRICK NOTCH TODD L. 4'-0' MIN. IMPERVIOUS DECK. ° � a 6"MIN. DEPTH APPROVED SEALANT - WOOD POST FROM - LACHE VERT. STEEL ATTACHED PATIO COVER L CA REQUIRED SLOPE 1/8-1/4 /� INSTALL PER MANUFACTURER �O3 0 6` Q.C. m MAX. DEAD + LIVE LOAD = 2000 Ib: No.49394 PER FOOT / DRAIN O (2) /3 BARS. - NOM,. 5'-0" DEEP do BELOW. _ OR i I LEVEL TOR' OF BOND BEAM 3 1/2' IL a 1. *WALL NO.8 COPPER GROUND YMRE FROM LIMIT NOE TO , 1 1 WITH GROUT& PLACE 151FG�STE� ROCK ON BOND BEAM. o w X H NOTE: `� BRASS CONDUIT TO POOL REBAR, OR NON-METAWC I FELT OR 4 MIL VISQUEE ON F / HORIZONTAL S71>L . w 'm 5' MIN. GALV.�, SATURATION PROVIDE CONTROL JOINTS 1 3' CLR•�r� 001OW CAN BE USED WITH MVSI UTED NO. 8 COPPER WIRE Rt3 BARS 0 12' O.C. TYP. 1h BOND PER ELECTRICAL POST BASE I ONAL R v-2,5 (- RECOMMENDED WHERE APPROPRIATE. TYPICAL TYPICAL BOND PER ELECiRICAL do 1 I TOP OF BOND BEAM. " it`` PRIOR TO INTERIOR W/APPROVED POTTMrG COMPOUt6)PER THE N.E.0 NOTE: PLUMBING NOTE 2. -"•� POURING DECK 2. S�POOL LKIHTING FDf1URES SHALL COMPLY WIN EXTRA TO EXTEND MASTIC Date:8/21/2020 PLAN AT SKIMMER APPUCABLE UNDERWRITERS'LABORA70RIES FWAIM ]IEN1S 2,C�. EACH SIDE OF�. 3 1/2' MIN. CONC. DECKING. REMAINDER OF JOINT IN STYROFOAM OR FOR LAG =RX7URES U.L STANDARD 676 � STILE PLAN VAUD ONLY WITH WET '1 �� OTHER EXP. MATERIAL CONCRETE SHAu STAMP & ENGINEER'S SIGNATURE FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR CANTILEVER CONCRETE FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. IN RED INK ON PLAN. AUTHORIZED SIGNATURES: EXPANSIVE SOIL DETAILS ARE NOT ME SOILS WHERE 1,MSc�1�LE 'C'M'S 8 SKIMMER DETAIL 9 SECTION . AT LIGHT 10 FREESTANDING POOL WALL VJ1 BOND BEAM DETAILS 12 CHTRISBIEEI%cCH, P.EN.T.S. N.T.S. N.T.S. N.T.S. : m SHEET: 1201 N.Tustin Ave. STANDARD POOL PREPARED IN ACCORDANCE WITH COOT Anaheim,Califomia 92807. 8 2018,INTERNATIONAL BUILDING'CODE engineering Fax:(714,s3o-s114 STRUCTURAL PLAN inc. Phone:(�14,630-61U0 100 www.pooleng.com COPYRIGHT 2019,POOL ENGINEERING INC.