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HomeMy WebLinkAbout0174 LITTLE RIVER ROAD a I Al­.t.(."E[, .;.T) C15111. A 0 R'E,S 174 014_11.�E V i 1,, j i'r, 013.1 5 0 1 IS,i�itl f X lit -34 t�.VJ 1.�t'T' POP* D i±vl R'Fi T1. Pmll ' "C "A 1.1,1 C t 4 T U.Al1. Rf-.,' B fili,'P�tl,i ("f.A I Department of Health, Safety and Environmental Services ICITAL, IV ONSTAOUG1'.101:4 ('Cib"'T'S `40 00 ri"T, 10 1 FAM fi`111:1.!'i�, J.)E'J'AUz, EUMNSTABU, MASS. BUILDING D VISION BY 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 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED 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 POSTTHIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS L? /P 2 %Vyy) 2 2/fAI,4 r"el,.-r 3 1 HATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 12 U Vw OTHER: 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 VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Y� c ��, �� leis e d-�,,5 i <<19f� � � �� ____ _, _ - � TOWN OF BARNSTABLE ,c CERTIFICATE OF OCCUPANCY PARCEL ID 054 024 003 GEOBASE ID 42378 ,ADDRESS 174 LITTLE RIVET ROAD PHONE ZIP _ LOT 5 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 52293 DESCRIPTION 2 STORY SINGLE FAMILY DWELLING # 43534 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY . CONTRACTORS: ARCHITECTS: Department of Health, Safety , TOTAL FEES: and Environmental Services BOND ?NE ry, CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P ?.Ek. ` * ■AMSI`ABLE, ; MA83. Ep Mp'► BUILDING�VISI� DATE ISSUED 03/21/2001 EXPIRATION DATE BY TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 054 j 24 003 GEOBAS9- ID 42178 (ADDRESS 174 LITTLE RIVER ROAD . PHONE ZIP - LOT 5 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 43534 DESCRIPTION 44' X46 2STORY COL./ATT. 2 CAR (SEW #99-851 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: BREEN CONSTRUCTION CO. INC Department of Health, Safety ARCHITECTS: and Environmental Services OTAL FEES: $732$.04 1HE CONSTRUCTION COSTS $236,240.00 101 SINGLE FAM HOME DETACHED 1 IVATE P . * BARMABLE, +► MASS. 039. �Ep Mfg BUILDING IS ON BY DATE ISSUED 01/10/2000 EXPIRATION DATE -1 1 OF 4Am4 a"TABL P, BU I aNG P T PARCEL ID D 4*�: y p 3 t ICI 3AS� __F'D ` 42173 I.A.�DDRESS 1.74 �f `TL Ra,tl R 'Rt3AD X,r''`- Pyk-ONE LOT 6 I�1C - '; : LOT DBA t . .;q �+BT P S �s DIS`'RTCT CT PERMIT 43534 DESCRIPTION 44" X46- COL./ATT: .2, CAR (SETW t99 B�? PERMIT TYPE BUILD TITLF NEW RESIDENTIAL. BLLDG PMT � CONtRACTUR S: B EEN CONSTRUOTION ,Co.. INC. Department of,Health,.Safety ARO,HI3GL S. R and Environmental Services .LOTA.t 'FEES ,$732.3 'BOND. $.Ct� THE 1� iCON3'.RUCTION €OSTS $q_3C,?40;00 102' / SINGLE BCIE '.iETACEDU",Ik,' ' rya ; * BAItIV3!'ABI.E� '* *BUILDING DIVISION + 's BY1'., '� DATE ISSUED 01/10/20UQ EXP I RA`ION DATE - 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 WHERE.'APPL'ICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE -REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING'AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING'INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �� 1 _ 1 • 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2• BOARD OF;HEALTH; OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL'AND VOID IF CON- INSPECTIONS INDICATED ON.THIS 'THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD°CAN BE ARRANGED FOR BY ,. VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. ++ a ,. r LDel,' Tb f - Ca -00 _t r� �`r Engineering Dept. (3rd floor) Map Parcel 6a � o63 e`�erndl' - House# I Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) IZL1622� Planning Dept.(1st floor/SchoolAdmin. Bldg.) No o,✓4 s+o CO— la" e SINE Definitive Plan Approved by Planning Board Gt'�1 19 �vJGC - 2e IANCE TOWN OF BARNSTABL V1 �I�UlE ODE AND 7� Building Permit Application WN REGULATIONS Project Street Address 7 Village Owner A dress 3 IF 2 1 Z m Telephone Z.e 19 g Permit Request First Floor Z o Z.,r square feet Second Floor Z o Z C( square feet Construction Type U900 V4L Estimated Project Cost $ 9?2 W, pb Zoning District Flood Plain Water Protection Lot Size Y 7r 417 S. !=- Grandfathered ❑Yes ❑No Dwelling Type: Single Family U1­1 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Z o Z -/' Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing .3 New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: as ❑Oil ❑Electric ❑Other Central Air �s ❑No Fireplaces: Existing l New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) 3$'k Z ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use w Builder Information Name Telephone Number 4/2 Address 2 L )./4.�, ,�,, 1 .y-�. _ License# 6 e) y 5—G O V11 � A,- fiaa �!,� . keg/4417 Home Improvement Contractor# 1 b V G 1( Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /Z -- BUILDING PERM DENIED FOR THE FOLLOWING REASON(S) 6 6 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ` ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME dZ INSULATION VL ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH. FINAL GAS: ROUGH °>" FINAL K.tY FINAL BUILDING / �!(�� `"7/Y14 DATE`CLOSED O'UT±'= ` ^ _ /9,1 tot 4' now ASSOCIATION PLAN;fiiO. ;is. 77 h � K;� �F �.�.y.,.,,� ,._.e..__.r _. •..^*�,-s'^'+r`j�...y-R,.-•r-t,..r,,,r.r'"":iti+",3;r�'�zin+r;-r,-,-�,^ .i-p s.,,,. .C=`.�•:. °F1HE�°� The Town of Barnstable BAR ASS- Q E. MASS. ` Department of Health Safety and Environmental Services 1639 y Building Division 6 , 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of InspectionV U �'( Location 7 Permit Number E/ 7 . Owner Builder �eVX l�! S 1 (2 0, !Vk3 r One notice to remain on job site, one notice on file in Building Department. 4p the following items need correcting: � =4-n4M , } Please call: 508-862-4038 for re-inspection. ¢ Inspected by `Ion Date i y„.y'^�'ew,•f't�l�'Y•�-.- nh•4:-vkb,.!".+Y"'+�!'Y 'S.7��{s.+Y�i'+r 1..rai"Yr.-i-'..rn,-,rrlo��'cwfi'_iw- �°"e'+ri�.: � :-+sry Y•.F� i fHE The Town ®f Barnstable . i Tp ,. NW O� BAR`1STABLE,.• Department of Health Safety and Environmental.Services 9 MASS. i ' ptEDMP�a 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 Inspection Location l ► @ PiFtli 1'' Permit Number Owner Builder One notice to remain on job, one notice on file in Building Department. artment. The following items need correcting- An -Cf'Ar I iM Please call: 508-862-4038 for re-inspection. Inspected by Date SLI(a/�� SNZE DETECTORS O.F. BARNSTABLE! 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ANCIa R(GJ 8' /^AV 1 . f/ U CDA/A PrivOr R�ELO`tJ GrLAnc b g¢-EEN CONST UC-7tOtJ Ix i 31la•`CO Nc2" SLAn. o `� � L-I `JE.CilOr1 - I R•a4—.� l-t o//\l= P:-.AGE �i 9'r�5 g4 ♦aae �.0 \1 i ASPHALT ROOF 51JIN6l CS - - { GuTTCRs ';Lfip0[R12 El� I i I I I i _ .-P_]QEEN CON 9T 2�.t CTIC7N L+c l�4tZ57oNS //�I�.�S 1AAS�� C. o P 8 i` LAE- _ -i1 ' JI _ ILLi IJ' jII � ! lit „ I % � A5p`+s�r 9WwGtcC I _ � GLU/A.GUTTE(1;y.t LE.GpEQS � I , r, - - -- - -- --- - - - - -- -- - -- --- - - - - - - - ti SF2 E5N CON 9TR UCTION WC 7/�P.2.STONS /RILL-5 /M45 . . wu:14".{-O �nav�o n: auwnv Rom. - .J. » Isvrm LEFT SIDE ouwwo rur�a L.lo/nE p�-�acc 69't- 0 ;Yt } f �.. y R. q #, } J m N T�•O 83• w 4 _ I , 0 W ;r;: M _ LOT 5 w 47917 t S.F. C• : S gg'S 4' M (0 '_.: 'y a a NOTE: FOR TOTAL LOT SEE PLAN CO BOOK 479 PAGE, 92.141 � a TOWN OF BARNSTABLE ZONING ZONE RF / CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. !I NFORMA T/ON AND BEL/EF THE DWELLING SETBACKS SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ' FRONT - 30' SIDE - /5' OF THE ZONING BY-LAW FOR THE RF DISTRICT. REAR - 15' THE LOT SHOWN HEREON IS IN FLOOD HAZARD ZONE C PROPERTY L/NES SHOWN HEREON • AS SHOWN ON MAP 250001 00/8 D. DA TED JUL Y 2. 1992. WERE COMPILED FROM AVAILABLE.. PLANS OF RECORD AND DO NOT REPRESENT AN ACTUAL SURVEY•.• A ON THE GROUND. ? �t� Of �Rssa F, o� C. `y THE DWELLING DEPICTED ON THIS FRANK a� PLAN WAS LOCATED ON THE GROUND ViIFli PLOT PLAN ' 4 �®.29869 8pQ BY SURVEY ON )trX8, 7 2000 AND 'c 9 ® yo. IN EXISTS AS SHOWN AS OF THE DATE `�'� �`c►STERN ���� 0 OF LOCATION. `' C'. o . � BARNSTABLE. MA . z 00 SCALE: I'-40 FEB.' 'T 2000 THIS PLAN /S FOR PLOT PLAN / PURPOSES ONLY AND NOT FOR EAGLE SURVEYING, INC Gl RECORDING. DEED DESCRIPTIONS 223 Route SA OR ESTABLISHING PROPERTY LINES. Yarmouthport• MA. 02675 (508) 362-8132 , (508) 432-= THIS PLAN /S VOID /F NOT Y STAMPED AND SIGNED /N RED; 0 20 40 80 PROJECT NO. 99-I43 _ S BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR e Number: CS 004560 ±` Birthdate: 09/09/1931 Expires:09/09/2001 Tr.no: 4390 Restricted To: 00 JOSEPH P BREEN r 3281 RT 28#C �. % MARSTONS MILLS, MA 02648 Administrator t > :.i he C'omn1onwca1th of Massaclnrscus Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 021 1 1 Workers' Compensation Insurance Affidavit Applicant Information: PLEASE PRINT NAME OLD COLONY ESTATS, INC. LOCATION GRANT BREEN DRIVE CITY MASHPEE STATE MA. ZIP CODE 02649 PIION[ ;; 508-428-1985 O 1 am a homeowner performing all work myself. 0 I am a sole proprietor and have no one working in any capacity. O lam an employer providing workers' compensation for my employees working on this job. Company Name BREEN CONSTRUCTION CO. , INC. 3821 RT#28 Address City MARSTONS MILL§tate MA- Zip Code 02648 phone # 508-4288-1985 Insurance Co. LEGION INSURANCE CO. Policy# WC3-0122379 _Expiration I:)ate 6/20/00 _ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed belo\., who have the following workers' compensation policies: Company Name_ American Foundation Co. , Inc. Address 22 Union Street City Yarmouthport State Ma' Zip Code 02675 Phone # Providence Mutual Fire Ins.Co. Insurance Co. Savers Property &Casualty Policy# WC0001630-01 - Expiration Date 4/0j/00____ Company Name Richard Rooney Electrician Address P.O. Box 951 Citv Pocasset State Ma' Zip Code 02559 Phone # Insurance Co.Northern Insurance Co. policy# NBFB40689-7 ,Expiration Date 1/1/00 Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification.,,. I do hereby certify under the pains and penalties of'peujivy that the information provided above is true crud correct. Signature X Date i)r-rc:�rnhc-r 15y 1999 Print name Joseph Breen Phone# 428-1985 Official use only---do not write in this area-to be completed by city or town official City or town PermitAicense H O Building Department , O Licensing Board O Selectmen's Office O check if immediate response is required O Health Department O Other Contact person Phone# -ACORD CERTIFICATE OF LIABILITY INSURANCE 1DATE2/15/99) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Edward A. Grazul Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PO BOX 337 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Marstons Mills , Ma 02648 INSURERS AFFORDING COVERAGE INSURED INSURER A:_ Legion Insurance -Compan_y______ Breen Construction Co . , Inc . INSURERB: 3821 Route 28 , Windmill Square _INSURERc___ Marstons Mills , Ma 02648 INSURERD: — 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 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE I POLICY EXPIRATION LTR DATE MM/DD/YY DATE MM DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one lire) $ CLAIMS MADE f OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURYGENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ - 17 POLICY PRO- LOC -.__. ---- - ---. . --- JECT, AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY i $ SCHEDULED AUTOS (Per person) ----------- --__- -..— -- --------- =------ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS ! (Per accident) — ----- f PROPERTY DAMAGE .(Peraccident) � $ GARAGE LIABILITY AUTO ONLY EA ACCIDENT $ ANY AUTO ---------- — C - � OTHER THAN EA ACC I_$-----_-. -- AUTO ONLY: AGG j $ - EXCESS LIABILITY I EACH OCCURRENCE $ OCCUR TEG C� CLAIMS MADE j rAGGREA I _.-.. .-i _ S _ ------ DEDUCTIBLE S RETENTIONLS.-- -- WORKERS COMPENSATION AND 11 WC STATU OTH EMPLOYERS'LIABILITY I j,TORY LIR4ITS ER E L EACH ACCIDENT S -_ 100,0 0 0-_-- E L.DISEASE-EA EMPLOYEES 1 OU-, OOO---- A WC3-0122379 06/20/99 06/20/0 0 E.LJDISEASE-POLICY LIMIT)$ SOO 000 OTHER I DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED'BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO,THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED R R NTAT,�E� ' ACORD 25-S(7/97) ©ACORD CORPORATION 1988 EST/MA TED PROJECT COST WORKSHEET Value LIVING SPACE square feet X $55/sq. foots GARAGE (UNFINISHED) square feet X$25/sq. foot PORCH square feet X$20/sq. foot DECK /,�20 square feet X$15/sq. foot OTHER square feet X$??/sq. foot Total Estimated Project Cost 1�3(� For Office Use Only I /nc/usionary Mbrdab/e Housing Fee_ Residential' Commercial" Property Owner's Name Project Location �� �l %7—/_� ✓C � �PJ��S t L L—S _ t: Project Value �o,- �o; o<z/6 610 " Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. ; Fee $ 6 E.. ,q MASci:eck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2. 01 Release 3 ` I Checked by/Date CITY: Mashoee STATE: Massachl28etts H00: 5713 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 1-5-2000 CCMPA.�T`.' INFORMATION: BREEN CONSTRUCTION CO. NO=WS: PLEASE CALL TO.N_' RAPCSO C 508-820-3462 IF ANT`: QUESTIONS COME UP ON THESE CALCULATIONS COMPLIANCE: Passes ) Maximum UA = 950 J Your Home— 648 Area or Cavity Cont . Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 2094 30. 0 0.0 73 WALLS: Wood Frame, 2411 O.C. 5583, 19 .0' 0.0 329 GLAZING: Windows or Doors 406 0, 310 126 DOORS 39 0,330 13 DOORS 37 0.250 9 FLOORS: Over Unconditioned Space 2094 19 . 0 0 .0 98 -------------------------------------------------------------------------------- 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 Eor this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The NVAC equipment• selected to heat or cool the building shall be no greater than .125� of the design load as specified in Sections 790CMR 1310 and 'J4 .4 . 'Builder/Designer- Date VUAScheck INSPECTION CHECKL;ST Massachusetts Energy Code MAScheck Software Version 2 .01 Release 3 DATE: 1-5-2000 Bldg. l Dept. Use CE11,TNGS: [ J ! 1 . R-30 Comments/Lccation SMALLS [ ] I 1 . 'good Frame, 2411 O.C. , R-i9 { Comments/Location 1 WINDOWS AND GDRSS DOORS [ ] ( 1 . U-value: C .31 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Freak? [ ) Yes [ ) No Comments/Location DOORS: [ ] I 1 U-value: 0,33 Comments/Location [ J I 2 . U-value: 0.25 j Comments/Location. FLOORS: [ ) I 1. Over Unconditioned Space, R-19 Comments/L•oCation AIR LEAKAGE: [ J Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed, when installed in the buildig envelope, recessed lighting fixtures shall meet one of the following requirements- . 1 . Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2 .0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1,57 lbs/ft2 pressure • I difference and shall be' labeled. VAPOR RETARDER: [ J Required on the warm-in-winter side of all non-vented framed j ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ) Materials and equipment must be identified so that compliance can be determined. Manufactures; manuals for all installed heating and cooling equipment and service water heating equipment must be ` provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSU;I-kTION: [ ] Ducts shall 1;e insulated per Table J4 .4 .7. 1 . i I DUCT CONSTRUCTION: } All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall" be sealed } using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means For balancing } air and water systems. I } TEMPERATURE CONTROLS! i ] Thermostats are required for each separate i-TVAC system. A manual } or automatic. means to partially restrict or shut off the heating . and/or ccoling input to each zone or floor shall be provided. i 1 HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125'� of the design load as specified in Sections 780CM? 1310 and J4 .4 . } SWIMMING POOLS: [ ] } A11 heated swimming pools must have an on/off heater switch and } require a cover unless over 202,; of the heating energy is from non-depletable sources. Pool pumps require a time clack. HVAC PIPING INSLTLATION: [ ] HVAC piping conveying fluids above 120 F or chilled fluid. } below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1 .25-2" 2 .5-4" } 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 Steam condensate any 1 . 0 1.0 1.5 2 .0 COOLING SYSTEMS_ Chilled water or 40-55 0.5 0.5 0 .75 1.0 refrigerant below 40 1 .0 1 .0 1.5 1.5 } CIRCULATING HOT WATER SYSTEMS: [ ] Insulate circulating hot water pipes to the following levels (in. ) .- PIPE SIZES (in. ) NON-CIRCULATING I CI=.TLATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1 .25" 1 . 5-2 , 0" 2. 0t" 170-180 0 .5 1 1. 0 1.5 2-0 140-160 0.5 ; 0 .5 1.0 1.5 } 100-130 0.5 } 0 .5 -0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) -------------------- ---- 3 • A complete TJ-Xpert framing plan includes the Trus Joist MacMill Builder's Guide 70' TJ• e 46' HEADER LIST Plot unit 4 of Net ID Length Product Qty Plies Qty LIST - Simpson Strong-Tie Hangers tea` �J.(r Hdl 10' 3 1/2" x 9 1/2" 2.0E Parallam Plot Member PSL 3 1 3 ID Qty Product Label Top Nails Face Nails Nails Notes Rml H1 9 IUT9 8-N10 2-N10 (1)(5) / -/ �1• —� H2 16 IUT9 8-N10 2-N10 (1) /y[ p)+ A3 t 93 1 IUT9 8-N10 2-N10 (1) 3 JOIST AND BEAM LIST ' Plot unit i of Net ID Length Product Qty Plies Qty J1 44' 9 1/2" TJI/Pro-250 joist 22 1 22 y J2 28, 9 1/2• TJI/Pro-250 joist 3 1 3 J3 20' 9 1/2" TJI/Pro-250 joist 4 1 4 J4 16' 9 1/2" TJI/Pro-250 joist 8 1 8 JS 14' 9 1/2" TJI/Pro-250 joist 2 1 2 a J6 12' 9 1/2" TJI/Pro-250 joist 3 1 3 J7 8' 9 1/2" TJI/Pro-250 joist 1 1 1 J8 4' 9 1/2" TJI/Pro-250 joist 1 1 1 J9 26' 11 7/8" TJI/Pro-550 joist 21 1 21 ( M1 6' 7" x.9 1/4" 2.0E Parallam PSL 1 1 1 j• M2 26' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 3 3 M3 10' 3 1/2" x 9 1/2" 2.OE Parallam PSL 1 1 1 M4 8' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 1 1.25" ACCESSORIES LIST T a C Plot unit # of Net a ID Length Product Qty Plies Qty f, Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 12 1 12 Bbl 11 5/8" or 3/4" Backer Blocks 9 1 9 Bkl 1' 2 1/4" 9.1/2" TJI/Pro-250 Blocking Panels 3 1 3 D ( Eb 8" 9 1/2" TJI/Pro-250 Blocking Panels 1 1 1 Rm2 16' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 4 1 4 Bk2 1' 3 11/16" 11 7/8" TJI/Pro-550 Blocking Panels 21 1 21 1.25" Eb 1' 1 3/16" 11 7/8" TJI/Pro-550 Blocking Panels 1 1 1 O J3 Shl 4' x 8' 3/4" Plywood 93 1 93 c1 j 19.2" o.c. v J2 o.c� V � '. CREATED BY LEVEL NOTES Mid Cape Home Center PO Box 1418 File Name: HREEN.JOB Route 134 ?_g• - Level Name: 2ND'.::FLOOR so. Dennis MA 02660 508.398.6071 H1 Plot Date: 2/9/66 14:41 FAX: 508.398.4559. r Design Date: 2/9/00 13:09 H1 1 H1 \ Drawing Scale: 1/8" = 1' SYMBOL LEGEND g2 Job Status: r Foundation...Foundation -� J1 J J1 J1 - 1ST FLOOR....Ready to Plot J TJI Joist Type 19.2" O.C. 19.2" o.c. 2/9/00 13:28 ` 2ND FLOOR....Plotted M Rectangular Product Type 2/9/00 13:09 — Bearing Wall 19.2" 3.5" NOTE: Level design times indicated above = Beam O H2 H Hanger Type Provide assurance for proper level Hd Header stacking. Upper levels must have earlier M4 SYSTEM WARNINGS design times. Bkl. 1 Design Methodology: ASO 3.5" H2 Q1 We:'nnq: Member exceeds thickness of a U Hanger Symbol parallel support. - Object: Drop Beam Floor Area Loads Vary: (2). 30 to 40 psf Live Load Pc Parallel Closure Type 10 to 12 psf Dead Load Bk Blocking Type } Additional operator input loads have been added Eb Extra Blocking Maxi" Joist Deflection: (Lineal board length for panels ' I L/480 Live Load different from the O.C. spacing) J4 J4 REQUIRED BEARING LENGTHS - — Qm � L/240 Total Load (` Point Load 66" o.c 16" o.c. Bearing Average TJ-Pro Rating for Floor: 39 Line Load ty Warning A Label Length Glued b Nailed Decking is Assumed f Area Load { 1O Mfl (8) 4.77" Direct Applied Ceiling is Assumed i O Floor Decking: 3/4" Plywood O Detail Callout Label 2 M3 (8) 4.8" Normal O.C. Spacing= 19.2"+ (See Builder's Guide) H2 112 Default Wall / Beam Width: 5.5"+ Bearing Width Label Rml Rml Hdl 3" # ► Joist Layout Symbol Default Header Bearing Length: 1.51+ O 1 O Headers not listed Standard Blocking: Bk2+ Level Warning 1 ' require 1.5" of bearing Hanger Notes: Wall Header / Bearing Width Warning length. (1) Indicates non-stocked hanger Support widths provide JOB COMMENTS (5) Backer Blocks Required adequate bearing for Ti-Xpert 6.03 (t660) A < I products not listed. BREEN CONSTRUCTION C6.03 D6.03 56.03 P6.03 TRUS JOIST MACMILLAN MARSTONS MILLS 19, �I� 8' 19, d *Unless noted otherwise FOR THE TJ-%PERT WARRANTY SEE BUILDER'S GUIDE is A complete TJ-Xpert framing plan includes the Trus Joist MacMillan B ilder's Guide 721 4„ TgPort. HANGER LIST - Simpson Strong-Tie Hangers M -• {t. Plot Member o k Qty Product Label Top Nails Face Nails Nails Notes * H1 13 IUT9 8-N10 2-N10 (1)(5) H2 3 IUT9 8-N10 2-N10 (1) as) fSS JOIST AND BEAM LIST ' \ { Plot Unit # of Net 1 ID Length Product Qty Plies Qty 4 J1 44' 9 1/2" TJI/Pro-250 joist 20 1 20 J2 42' 9 1/2" TJI/Pro-250 joist 3 1 3 J3 34' 9 1/2" TJI/Pro-250 joist 2 1 2 J4 26' 9 1/2" TJI/Pro-250 joist 2 1 2 i J5 20, 9 1/2" TJI/Pro-250 joist 2 1 2 J6 16, 9 1/2" TJI/Pro-250 joist 3 1 3 J7 14' 9 1/2" TJI/Pro-250 joist 6 1 6 BICSS J8 12' 9 1/2" TJI/Pro-250 joist 1 1 1 J9 6' 9 1/2" TJI/Pro-250 joist 1 1 1 J10 4' 9 1/2" TJI/Pro-250 joist 7 1 7 M1 46, 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 2 M2 46' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 3 3 M3 6' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 1 i A3 A3 � 1.25" 1.25" M3 ACCESSORIES LIST * Rml 1H2 Rml Plot Unit # of Net C� J9 ID Length Product Qty Plies Qty H1 BCS, Rml 16, 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 11 1 11 Bbl1' S/8" or 3/4" Backer Blocks 13 1 13 J10 H2 Eb 10' 7 9/16" 9 1/2" TJI/Pro-250 Blocking Panels 11 Bkl 1' 5 7/16" 9 1/2" TJI/Pro-250 Blocking Panels 50 1 50 Bk2 1' 2 1/4" 9 1/2" TJI/Pro-250 Blocking Panels 3 1 3 Shl 4' x 8' 3/4" Plywood 64 1 64 J4 JS 19 o.c. J10 H1 1 CREATED BY Mid Cape Home Center M2 i PO Box 1418 CS Route 134 5.25'° 3 LEVEL NOTES So. Dennis MA 02660 B1 6 7 8 " 508.398.6071 H1 FAX: 508.398.4559 File Name: BREEN.JOB J10 H1 1 Level Name: 1ST FLOOR 1 h Plot Date: 2/9/00 14:44 J2 i Design Date: 2/9/00 13:28 ti [', -1 N. o.c• J1 Jl J1 J1 Drawing Scale: 1/8" = 1' SYMBOL LEGEND 19.2 19.2" o.c. Hl 19.2" o.c. 1 c 19.2" o.c. Job Status: o.c. H1 Foundation...Foundation J TJI Joist Type J10 H1 1ST FLOOR....Plotted M Rectangular Product Type 1 2/9/00 13:28 2ND FLOOR....Plotted — Bearing Wall �.J3 Al CS CS B1 9 2/9/00 13:09 _ bean is.2" o.c. M1 �` REQUIRED BEARING LENGTHS NOTE: Level design times indicated above provide assurance for proper level ® Column (CBO) B1 5 q Bk2 2 3 2 1 `{ Bearing stacking. Upper levels must have earlier H Hanger Type 3.5" design times. Warning # Label Length Design Methodology: ASD LJ Hanger Symbol O1 M1 (69) 5.72° Floor Area Loading Is: Pc Parallel Closure Type 2O M1 (69) 5.19" 40 psf Live Load Bk Blocking Type 12 psf Dead Load 0 19.2Qo.c. o ! O3 M1 (69) 4.51- - Maximum Joist efflection: Eb Extra Blocking different oard fromlength the O.C.for panels L/480spacing) JLoad 6 � " O M1 (69) 5.02" L/240 Total Load 161, o.c. + Average TJ-Pro Rating for Floor: 37 � Point Load O5 M1 (69) 5.72" Glued 6 Nailed Decking is Assumed _ Line Load 1 O6 M2 (70) 3.73" Direct Applied Ceiling is Assumed - Area Load Floor Decking: 3/4" Plywood Detail Callout Label CS O M2 (70) 3.92 Normal O.C. Spacing = 19.2"* 0 (See Builder's Guide) Rml EXP II Rml O8 M2 (70) 3.53" Default Wall / Beam Width: 5.5"* O Bearing Width Label Standard Blocking: Bkl* 4-- Joist Layout Symbol Headers not listed require Hanger Notes: A3 A3 1.5" of bearing length. 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I I I ., ,- 1 " I I � I I , � G :� �'­ � ­ I I � , 3 , � �,�'a"a I . 11 : ". - I 1' ' . I I _� I .I ,�'a"a i � - I I I I �o !� I �.' , _. I I . : I � _., " I I I 1. I � � �� I L , I : � � I I I I I �I I I � I'll, �,,�, _1­1 I—," . I I . � � I I . I I . I I � � I I :� ��,,� " "" _e I ' ll - I 11 I I "I, I � '\ I 11. HOUSE NUMBER: 174 . 11 I I I 11�1 . ": ,. � , ­T, . _", , , I I 11 I I �, � � ­ � � - - , " , - I I I 11, � -1 �,,,��,:. . . - I . � 'I, , �_, 11� I I ,4 ,, � � 1, ­1 , I � I - 11 � - I I Z I I � I . I I I . I I I , I I I - ", ::� '' �i,,; " Z­ ­ 11 � 11-7 . . ., I I � I � � I I , , - ,,, __, . , 1, , , � I I . I I I , � 2. ASSESSOR'S NUMBER: 54/24.3 , 11 . � 11 '' ,�,; . _11, I �,, "I �_ 11 1� � 11 I .1 11 � I 'n - I . ! I I I � 11 I', 1, 1. I . 11 I I I 11 I � , 1; :*' 1,- " , ,,, . .11 I I � I I I I '1� I I I I � I � I � 1. , � t". � �:_" .,�, : ;",: , I 11 �I,� I I ,I I -11 11 I . � . . I - - . I I I � - � I � , I 11, ;: , ­­ ­ :,�.'_: . 'l, 1 : I I e'" � I I � I I I 11 , . U') 1 �)�.5 1i - . I I 1 3. ZONING DISTRICT: RF 1 . I I �: i I I . � I I 11 " '_ � _: � "I ­ _ , � I N I I I I . I ' ' I , � 11 _ �­ ­ ". 11 I I � I � I I I 'A I I � . I , I , . 1 �� I I , ", 1.1, I ,1 -, _ '! 1 I � I . I I I : i : � "__ I � ,,, I" �,� , "�11 1. I I I � i I I � , " " I I , I � ,. - I I N . I � I 01 �_, I I I . � ,, I I � ,­. .�­ 11, 111�1�!��­;,; ,,, - ­.1 .. ,,,'_ � * � ,� - 11 I I It 1 :4. FLOOD HAZARD ZONES: C � I I I I ; �� 1 ,�,, ,:" . .1 I �� � ��. . � I I I �� 11, I . N I I I I I I I I � . 11 , ��, _�_;,., 1 , 11 � 1, I I � I I I � I 11 I . � (O I � � I I I � . � I , I I '' ,-�......; � __ I I - I I I -I � 1 .�1 . I , �%11­ ,�rl N t I I ­ I '� c 11 1, , , I 11 I � I 0 1 7 INFILTRATORS' WITH 4' OF '6�-�,- � I '-\ . 5. TOPOGRAPHIC INFORMATION COMPILED FROMAN � , I I . I ­ , �_ :� !, - ,1 L , I I � . I 11 . 11 ;11 I 11 I . I .. �, � ' ' I � 1, I I - I I I � . �_� - - .'' !� ­ I � , , , I I I I I � I 1 1 1. I I I I � I I 0 1 1 . - I � . � I ­ :., - :,""", � I - .1 I I � I I . � � �,�,"�''�,�, ,', I I NT SURVEY. n I I I 11 ,�, - � I. . I �� I I ­­ , I I � � I I I I '\� - 1. I 11 I I 1- 1 . I, �_ ­ �,, I � � . I : ON THE GROUND INSTRUME : : � 1 � I ,- I � I I AND. " _ �, . I I 1, I � � � I I I I I I I I _�11, � I I I � � 31.7 1 � I � � I I 1 , ...1, I � � , I � I I I I I I I�� . . ., . I I ,, ,,e" � , �,: . I 1, I 1' OF STONE BELOW. N I I � I ::� ,��. , - ,��, I � I � I � I'll ., � � I I ,� I I,, � 011" �-­', I I I I I I . . � I I I ; E NATIONAL � � - : 11 L 1 � '.­ I I I . . 1� L 11 I � " , I ��­ � �, I , I ` � i � I . . � I I I I I : I I �. I I u ,, �': ,,�� 1 :710 , � I'", , : " ,,­ ­1 .e, ­ I ,� � I'll I I I I I I I I I I'll , � .� 1 ' 112 -, 1. 4., 1. . 11 �� I . x 31.6 . LOT - 5 1 � . �� � I "I' ll, . . I I 1: I I � I I � I I - 1 .11'. 1.� , � ". 11 - I - �r�,tv.` �: I - I�, 1 __: , , : . . 1 . ' 'I 1 . . I I .1 1 � I I I 11 I I � I GEODETIC VERTICAL DATUM. I I I � . I 1. I I . �,; :. 't,�,, ` ­ - , - , I I ,�, I . , , �I,� "-��,��,��,,,,�,, ,,, � , I � , � I " � I � . i I I I , I I . 1, 1 1'� :,� "" . , , I I I I 11 , I I d I I I il " � � � � I . I �� - � �, 4 �'11111 I I 11 I I I . :, � . �11, , I " � I . I 1 I. REFERENCE: PLAN BOOK, 479, PACE 92 , I �. 1'­­�:�:,-_ , 1 I, , " . I I I I � I � � � �,� , ,�:,_ '' I �� , , / , � I : I I il , I . 47, 91 7± S. F. ,� I � I � I . I,.,I ��''.�'­ �. � __­,.. ,. I'll I 11 I I I I ) I . � _i � I 1 . � � I I I � I i � , I I � . I I I . . � .I 1 " �.;,"s'r�.' I I I, " I � I BEUCHMAEK: : �8. BENCHMARK:., CONCRETE BOUND WITH DRILL HOLE, AT .1 .1 '.1,� ­,", I I I I ­ . , I 1'� I - 1 ­� _ � I I � . . Y I , �'?�, � - 11 I I I I I � � . , I r . I I I I . 'i , �� ' ' �,,. . I . I I I I I I .�:I "I - - I I � � , . � � I , . I I I �', ,�N:.�',�', �',,�. :,.:, "', � � 1, I I __� I � ��.,,:',-:�,4", ��, ,". I , 1. I 1�" I I . CONCRETE BOUND, I CP. I - �� x 30,1 � - I � I " - ." 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I .11, � I . , I I I I �,� , I �� - � ,1.�,_ I I � I I � FOR LOT 5, UTTLE RIVER ROAD �", . � 11 , _ I � �, ­' , I � I I .1 1�­, 11 ­ , � I I I I I I . � I I . � I I � . r I I I I .r . I .1;��!� I� I I . . I I I I I I . 11 �­� �_. . !, I � I I I I I I I � I I IN I , .� � � �1� . � I ,�, , I : M� .�,-,",'�,� � � I I I I I � I I ' I � " 1�1 ,�, I I . �, . ' � � I � I ol I I � � I I � -` J � ,_� " I,�, I - � COTUIT . I . , MA 11 11 �1�­, . , , . � � I I � I .1 v­I, � 1: .1 I I CD-) :, . � GRAPHIC SCALE � BARNSTABLE I I n , I . I . - .. � � ,�: "';1 "A'� � � I I I . I 1 I I I I . . ,�­, I � 11 ; � I I �1, I t I I I I � I I �, ,:, ' ':, :�, ,', I 11 I � I I I . � I r . I ­ I — ., �. I � 11 . I I . 1-1 , '� ,�� "i A, . I I � I , , I I � I � I , - , I , , � ­ I �e I I : 20 10 0 20 � 1 60 �.,N4AAA,&I I ,,�',,R,K � � ,� �, � ,�e,:�11 . I ! I "_�� 14, I` 1.,- . '.1", �! I ,1. �, � I I � JDATE ' ;,29, 1 996, I- , . I � � I I 11 !,_ ­11 � I . . . 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I I I I�II II I-. -I L�I I II I I I ,I I I . I I�I�,1I I1,�.I��. II � II II�I-I I I�I.I�� .t. •, II „ ry, :. , t , , y '. n ,.,'1. :. :. .. _ 7. r _,+i +:; . ,' t " , - - .... DEEP OBS RV TI ,. E E A ON OL 'OG - `1 E L 0. ' 1 H N - ry . >' I , OTH ER O R S L SOIL T XTU E SOI L u E L CO OR SOIL STR cnW. ;ST ,11 , ,; DEPTH H RI N LI ONES BOUIDFRS a„w . LEV 0 Z USDA ,, M i E Q u sel n h It I awa rn. f %. n TTLtN Finish rode above and ad ace t #o s tern s a s o e dt a m o 2 ( MO G , 9 1 Ys P Y CONSISTFIJCY [GRAVEI. rr ul 40 PV I t h n 4 i m: C s ono She e C e t o is i, .. , _ da a t r c d P a 30.6 ':: :� + I i f I I t m ,,, in. s bu l in o ed e o each n s e 2 d tanc d t 0 m e A A Y 9 Ys ) LO M SAN _, 9 9 p 1 YR la a 4 J 29.7 i I n. 0 m n. d to AM 1 s c L Q Y SAND e B 1aYR58 30 28.`1 , , . : 2ys C 120 20.6 COAR E S ND - > 4, ,, . 3 Removable covers w thin First floor elev. = 34,17 H 6 of finished rode ,` 9 Ace Notes _In ank to is CC s T be 20 in Diameter _ . .02 s 0 Dist. box SOI TEST L Date f soil t s ,• r o e 7 _ i i 5 • 96 s a 0 2 s-0.01 C can Backf II , 2 s a e b .. M. OR _ Y B SELLI i eve! 3 MA R WITH 7 V X COVE OU NTING r, E ,. , i v i .r . , u e e R . ' eSUItS W1t es5ed b_ � n BARRY .,, E ,, . ., . - , • , : Pe Pati r , .,. , rca on c t .e 2 Irl. i � - 1 ' ' m nch . r 1 ,_ 2 fa e of 8 to_ G ri_ . . .. r u d r : N NT R D r� / o Ovate NO E ENCOJ E E SEPTIC TAN K „ 0 0 0 a O� o 0 0 0 0 ,. ::, ,. O O fl O O O O ° O.: 1 w h t o 2 as e s o t d e et a o 0 0 0 0 0 o f o N o o ;;o 0 0 0 0 0 0 0 u at 0 A 0 0 0 0 0 150 G L. ao d a fl a fl a DEEP OBSE, fl fl a s a RV Tl0 0 G _ O D O b O b 0 fl A N - LE. 0 N0. ..2 e n N O O <t S o 0 o fl o 9 O a O O O I O O O O O fl 6 0 N o-o o fl o O f f 4 1 w o t o to a hed a 3 2 s _ o ° o 0 0 0 0 0 0 0 o fl b o 0 0 C� 0 0 0 0 0 0 0 0 0 0 0 0 0 th o b •. . b o ers ��^^ T . ,:, _ Y ti o o ° o 0 0 0 0 0 o a 0 HER , _ . . stone all. around Infiltrator,ar . > II II o 0 0 0 0 0 0 0 0 0 6 o a ° o 0 „ _: , , o 0 0 o fl o 0 0> o 0 o fl o o SOIL SOIL TEXTURE SOIL COLOR SOIL STfhiCTIIRES :: � N v 'G '@r L 'G L' L v v v v v v 'G L Tr 1'J '[, U 'Cr 'i� :. _ y .' T .> > O O O O O fl O O O O O O O b O. b .. ,.,..: N o 0 0 o a o°o 0 0 0 0 0 0o a ao o © o 0 o STONES - o a� o o fl o 0 0 0 0 0 _ DEPTH E EV. HORIZON . USDA Munseli M TIN > , lev. 26.67 L ) t ) OT L G , : .,, > H 10 v _ H CONSIS1EAIcY X GRAVEL I _ a _� 4 0 3 0 4-0 a r . _ a 30:2 _ i o , ,. ., - �nC'' fl p A LOAMY'SAND Ll�Ll.l� bo. 10 29.3 1 a YR 4/i, a` VI 6 AY R F N `_'' ,,, PRO t3E L E 0 „. ,, 6.4 t Not to Scale B LOAMY SAND >a YR 5 M P GR V N „ 24 _28.2 ./8 CO ACTEb A EL U DER PROVIDE i 2 LAYER OF 11 THE SEPTIC TANK N ., . COMPACTED GRAVEL U DER a) 10 C 25Y64 s, , ' H t T IBU I N OX a� 2 20 2 CQARSE SAND rf ' ` ' 1, TEDSR TO B > 20.2 BOTTOM OF TEST H E OL . ESIGN CRITERIA , , , , r , Number of. bed oorr,s. 5 Equivalent to 550 a1. s da ,."'v', , q 9 Y it• Garba e, dis osal un No , " 9 P n cit e Ir a I. i ;.„ Leachi g area capa y r qu ed 550 ga s/day Sid: area proposed. 240 sq. ft. , Bottom area propi�sed: 561 sq: ft. GENERAL NOTES ',^ t i ro o ft.To a area sed 801 s P P q 1 No ,change to this s Lem shall be made unless Pro osed leachin' ca act , 593 al. s da ) g Ys P g P Y 9 f Y r r''' a aved:ln writln -b holmes and me ath, Inc. ;„ pP 9 Y 9 , LL Water su I a_ W L EL 2 Subject to inspection dunn construction b `the , P P Y ) J P g by the: r f$oa d a Health and holmes and-_c rath Inc. Precast concrete units, H 10 foadln design n m g , .= 9 g H 3) eav construction equipment shall not travel X over disposal s tem durin or'after construction. Ys 9 Dr s m to r spo a syste be const ucted in accordance wi i 1 f he. nv'r n h e 5 o St at ion e tal Code. ,. , , t T t t a e E m d of h l n n i 5 A co t ese a mus be ke t o t e s to s t h r ) PY P P ;` a {"";. ^ .' `. d ri :the •m c n tion. ` - ` ;: �:..,. .::: u n ti e of o struc ,. ., g ;, 6 A Co of hes n must be rn d he" t e a s u fu I he to s t : 'iN , ) PY P LET HOLE - :` . ` _ contractor`` r .. tin 1 . t const uc h i s s tedsoa team. 9 Ys . i Before backfiliin the ont ct r h I n i c ra o s a of f _,a Jm n r o es a d me rath in t r" c o he:Boa d f Health < , i .,. A en o n th_ t t sect e s - tern asconstructed. 9 P Ys T . $ f the 'eontractor'encounters'an v na io etween ) y a t n b - - „ . th xis rn � n i r n h,,. e e t co d t o s s own` an'the fan and the -- - ". ;,. , , , , , a I r 6 cond Lions enCounte ed' n the I e r n oil o st a a s _ c H - _ ' ondltion different than h wn he oil I r r,^, ; ,,, s o on t s og, a 11 L an adverse soil the r it Irrl i - --' -- t " a con roc#a sha mediate -- -� contact holmes and me rath inc, Holmes and - • 9 I i- me rath nc, will examine the soil Condition ',` 9 :f , . and report to the owner any suggested revisions. - 34" 6 -3 H I I . , , TYPICAL HIGH CAPACITY 'INFILTRATOR (H-20 LOADING) ;,, ;, NOT TO SCALE ,r , : -•.,, ' 10' -6" ,' , . , _ , ,` „ ALL ACCESS MANHOLE COVERS FOR 3-20 Diameter'Access (totes SEPTIC TANK DISTRIBUTION BOX} --� i AND LEACHING STRUCTURE SET MORE ,�' r /-- 1r� THAN 6" BELOW FINISHED GRADE, , , INLET OUTLET SHALL BE RAISED TO WITHIN 6" OF _,� _ /` �/ FINISHED GRADE. II l i._.. . - ..._F - ,. w ". . FRAME & COVER ' -, STEEL REiNF`ORCED PRECAST' CONCRETE OVER "T'S" WHERE REQUIRED. 7 PLAN VIEW , • PRECAST CONCRETE " REMOVABLE COVERS 3>, _ TANK RISER WHERE 3 , ,- !^ + REQUIRED H a ALL OUTLET PIPES FROM THE . INSTALL TUFTiTE SPEEiJ LEVELERS ,' 4 ON ALL OUTLET PIPES . ,r DISTRIBUTION BOX SHALL BE _3 n'Lm: clearance required INLET "T,, ; Na SET LEVEL FOR AT LEAST 2 FT. 12" CONCRETE COVER ? _ INLET- 8 2" rnirn. inlet to out{et 6" min „ ' s , OUTLET -> 3 - 5 OUTLET ,2r, mil, •. 1^O min. + I , A, KNOCKOUTS DATE D Liquid Level ESCRIPTfON Drawn hecked 5 _7 z .r 5' -7" /� . c 11 : 0. r 1 E � j 15.5" 1` INLET 12" R E V I S I a N • .,, AS BAFFLE - . i OUTLET r o • " I 81 8" PLOT PLAN DETAILS .. a- .' , _ 6 �' J _� . ..: ,. •. NOTI 0 F PROPOSED SEWAGE DISPOSAL SYSTEM 3 .. 15.5 , .: �_ 1. 5 Unless and until such ime as the ri inal r o 7 t o g ( ed) st mp of the PREPARED, FOR . , - H - res onsible Profes ional En ine r or Pr i n l r - 10 -O 5 8 P s 9 e , ofess o a Land Su veyar a ears on this I n: - PLAN SECTION CROSS-SECTION PP p a JOSEPH R N , _ BE : r , A n r , :, ' ) o e son or e�sons, rncludin an municl al or other t P P g Y P F R T _ I N O LOT 5 . L1 TLE R1VER ROAD END SECT 0 - �' - lic f i I � CROS5 SECTION pub o f clo s, ma rel upon the information contained herein, and Y Y ,, B hi Ian r n r r i i s emai s the o e t of Homes & McGrath Inc. H T P P P Y . I RI TI N 3 0 X Q LE D S BU 60 COTUIT M , K A TYPICAL 15CJ4 GALLON SEPTIC TAN 6 RNSTA6LE NOT TO SCALE �., I ' , ' .., , A NOT TO SC LE t, , w@ mf , SCALE. AS SHOWN DATE. _MAY 29 199� < !. 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