Loading...
HomeMy WebLinkAbout0074 OAKMONT ROAD 4 r IIIt C~ v N N t- 0 6 3z,5 ? O.9;tea TO THE BEST OF MY INFORMATION, "AS- BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. /rG 0 V 77 SHOWN THIS PLAN HAS BEEN LOCATE[ L�7—Zc�o �,� 2�'�f� �Y> GROUND AS INDICATED " el s DATE �� �oAl�v �� - i SCALE / — �v �1< 7/S� as� JOB CLIENT -� <3 � WI � — T SWEETSER ENGINEERING 0 .at t 235 GREAT WESTERN ROAD P.O. BOX 713 ATE PROFESSIONAL LA �� OR SOUTH DENNIS, MASS. 398-3922 02660 FAX 398-3063 Engineering Dept. (3rd floor) Map J'9 9 Parcel S� Permit# 3 q House# 7 C4 Date Issued Board of Real"th(3rd floor)-(8:15 -9:30/1:00-4:30) ?l Fee ro Conservation Office.(4th floor)(8:30'-9:30/1:00-2:00) Planning Dept. (1st floor/School Admin. Bldg.) SINE Definitive Plan Approved by Planning Board 19 "7 O $ 'r'NBE WIT TOWN OF BARNSTABL vlR®N4�M EN7'AL CODE AND Building Perin t App icat':n `l'OWN RECULATJ��,�F, Project Street Address Village Owner 4 (' Address ! FdA h j Q do.Q 6q,1c��'112 i '� Telephone �j b Permit Request Z Q a rr >= First Floor square feet Second Floor IAId square feet / Construction Type !.(J0c)Z) Estimated Project Cost $ /'Q!S , ®® Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Zl-'Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: 11 ❑Crawl 3 effaillkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)Ta 3 ,� Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New �_First Floor Room Count 5 Heat Type and Fuel: ras ❑Oil ❑Electric ❑Other Central Air ❑Yes Ur*go— Fireplaces:Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) ' / Other Detached Structures: ❑Pool(size) ❑Attached(size) 7 '(�_ ❑Barn(size) ❑None ❑Shed(size) R ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes o 5-No If yes, site plr review# - Current Use b\ Proposed Use Roy e ) r. _ Builder Information Name 6iCrr � ,Gu a> 6elephone Number C3-Cq Address q-q 6ZO -e-9% .X icense# n & 6 Pt qq .Q- Home Improvement Contractor Worker's Compensation# ,/� 1,l:3 �qL NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. Q ALL CONSTRUCTION DEBRIS RESU ING FROM THIS PROJECT WILL BE TAKEN TO n b f Nos 'e SIGNATURE DATE /© BUILDING PERMIT DENIED FOR THE F LOWING REASON(S) _ a- i • FOR OFFICIAL USE ONLY 33 PERMIT NO. DATE I-SSUED MAP/PARCEL NO. f , ADDRESS VILLAGE, ' w OWNER i s DATE OF INSPECTION: FOUNDATION FRAME INSULATION'", FIREPLACE �"/ `•� ELECTRICAL: ROUGH FINAL . 4 . t . I PLUMBING:. ROUGH FINAL GAS: RQUGI, ` FINAL j FINAL BUILDING ' DATE CLOSED OUT -' -•g rt ASSOCIATION PLAN f . . TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY i i PARCEL ID 349 055. GEOBASE ID 25180 ADDRESS 74 OAKMONT ROAD PHONE BARNSTABLE ZIP - LOT 200 BOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA 4 PERMIT 37479 DESCRIPTION SINGLEFAMILY DWELLING (PMT.#33412) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: ' BOND $.00 r CONSTRUCTION COSTS $.00 J 756 CERTIFICATE OF OCCUPANCY * BARNSI'ABLE4 + MAS& 039. BUI N DIVISI BY �J� DATE ISSUED 03/31/1999 EXPIRATION DATE 'i BC3T�DTN(a :ETiITT ADDRESS 74 OAMION`P ROAD PRONE BAR08TABLE t' f T P .SOT 266 BLOCK LOT 'SIZR _ DBA DEVELOPMENT � DISTRICT BA PERMIT, 3341,Z DESCRIPTION NMI 3BDRM SING_FAM,.110MEf GlF4P I A 8--609 PERMIT TYPE , BUILD -` .rTr,E NEW RRSI'DENT.(AL .BLDG PMT I COWrRAFORS= CRAFT(,, GLENN W. Department of Health, Safety ARCHITECTS: I and Environmental Services TOTAL FEES: POND $.00 Ox THE ,CONSTRUCTION COSTS �105,000_00 101 SINGLE FAM HOME DETACHED 1 PRIMATE Pf 5(;1)�!.`­ t • ■AR�NS�TQAQBLE, + BUILDINGeDIVISION_ BY DA` 2 ISSUED 09,/21/1998 EXCHRATION 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 OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 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- (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. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 0,14 I /G 9,7 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 B A D QF HEALTH OTHER:. SITE PLAN REVIEW APPROVAL A/h I WORK SHALL NOT PROCEE6 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 ST GES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TE I..EPHONE OP WRITTEN Llr1TIF1C Q- TION. �,r II 6 3 7 -7 I I BUILDING P . E RMIT I I I I I I I t y I PROJECT NAME: ADDRESS: -) L CPOC�aei PERMIT# j3`'l l PERMIT DATE:_ M/P: -1- LARGE ROLLED PLANS ARE E,�: JBOX l�3 SLOT 2- Data entered in MAPS program on: BY: � � • i i The Town of Barnstable BAR E. MASS. p• Department of Health Safety and Environmental Services ASS. 0 39. Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection t Y Location ()Agry y-►e, Y1"F- Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: &NIa F-lat u- aVA a �(V)e 9 ,. r V _ r r1c,�' �',mac t h • Cg Please call: 508-790-6227 for re-inspection. Inspected by P'C- Date —3 —19 .7 9 i =✓IAScheck COMPLIANCE REPORT 3 34 I Z Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CITY: Chatham STATE: Massachusetts HDD: 6020 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-10-1998 DATE OF PLANS : TITLE: COMPLIANCE: PASSES Required UA = 386 Your Home = 356 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1370 30 . 0 0 . 0 48 WALLS : Wood Frame, 16" O.C. 2001 11 . 0 3 . 0 154 GLAZING: Windows or Doors 162 0 . 350 57 DOORS 94 0 . 350 33 FLOORS : Over Unconditioned Space 1350 19 . 0 64 ------------------------- ------------------------------------------------------ COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans , specifications , and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater Uth125% of the design load as specified in sections 780CMR 131J4 . 4 . Builder/Designer Date } `e SOIL TEST FOFF:�:: _ 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST T 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY S E GIN RING CLEAN SAND WITNESSED BY T aL.RjRa xJC CONCRETE COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE ' ELEV.= OBSERVATION HOLE 2 ELEV.= 71 MIN. PITCH 1/8" PER FT. 2" LAYER PERCOLATION RATE MIN./INCH PERCOLATION RATE MIN./INCH 2 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER .� WASHED STONE _ i = .: to 4" CAST IRON PIPE NOT REQUIRED j�A'- ' VENT p �;�; �: (OR EQUAL) MINIMUM PITCH 1/4" PER FT. Z 1 CU. FT. OF to 5 r CONCRETE ANCHOR FLOW LINE a► Is: h�:Tr.� - .r. r� T +�castfk. lftl fTjtf ELEV. _ 10" i 6 l.; fhd. r /aY#- L t MIN. ,0" o " rv,� � HH 1�, LO�� 5/y 5 yt� LEV. = LEVEL _ t0" �6" SUM = i ELEV. = 9AAF S ELEV. - ELEV. i - fAebIu0.4 l7r�cUl1/ is y'c � DISTRIBUTION El�V _ CA klF SHA�I> 41/z F,AJe ,," LIQUID OUTLET - HIGH CAPACITY INFILTRATORS WITH P (TO BE PLACED ON FIRM BASE,) BOX STONE IN AN 4 FEET 14 INCHES TO BE WATER TESTED _, 5 ET 19 INCH S IF MORE THAN ONE OUTLET TRENCH FORMATION � 6 FEET 24 INCH S SO� GALLON - wELL /OWATER ENCOUNTERED AT `�. ELEV. _ ��' WATER ENCOUNTERED AT ELEV. _ 7 FEET 29 INCHEEEES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION - 8 FEET 34 INCHES St P TI C TANK ZONE 3/4" TO 1 1/Y SYSTEM (SAS) INDEX WASHED STONE ADJUST LEGEND: DESIGN CALCULATIONS SEWAGE DISPOSAL Y I T M O RR 0 F I E USGS PROBABLE WATER TABLE ELEV. = EXISTING SPOT ELEVATION 00,�0 NUMBER OF BEDROOMS �t 3 OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----DO---- GARBAGE DISPOSAL UNIT 0_ NOT TO SALE• r yam'r BOTTOM OF TEST HOLE ELEV. = FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW - � 7 ,I �� � U��Ey/ FINAL CONTOUR ( 110 GAL �/gR./DAY X _ BR.) SQL' GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY L L a GAL ( UTILITY POLE -U- ACTUAL SIZE OF SEPTIC TANK 1 GAL TOWN WATER —W - SOIL CLASSIFICATION I_ GAS UNE _ BASIN `■/ DESIGN PERCOLATION EEFFLUENT LOADING 0.74 GAL/DAY/S.F. CLEAN OUT C LEACHING AREA SQ. FT. CESSPOOL C.P. 0 j" ' i LEACHING CAPACITY (AREA X RATE) GAL./DAY RESERVE LEACHING CAPACITY GAL./DAY } \ ` 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM U AN 1. ALL WORKMANSHIP AN MATERIALS P UNDER D D TER ALS SHALL CONFORM TO D.E. . FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE TITLE 5 AND THE TOWN OF r� ti� i ti�Z�< RULES AND 1 ' 1 REPLACED IMTF•i MATERIAL AS SPECIFIED IN 310 CI MR 15.255:(3� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. / ! 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF l \ / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL l BE MORTARED IN PLACE. ' t 5. NO DETERMINATION HAS BEEN MADE AS TO COMPUA14M WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO f ► OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. r ` 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG-SAFE" AT 1-OW-344-7233 AT LEAST 72 HOURS J \ PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER Y. S. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP 3'/r AS PARCEL _''6_ APPROVED: BOARD OF HEALTH No 11 IF KZ DATE AGENT I Pj PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION Vow ci O � a- ac Lb SWEETSER ENGINEERING pa L 235 GREAT WESTERN ROAD so s I ' 398-3922 SOUTH DEBOX N S,7MASS. 02660 DATE T-VL tf 13, ./9�ifj SCALE — REVISED JOB NO.619,DJ . ,` LOCATION MAP REVISED SHEET z OF \ 01998 SWEETSER ENGINEERING