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0079 FOREST HILLS ROAD
1 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 025 007 009 GEOBASE ID 40155 ADDRESS 79 FOREST HILLS ROAD : PHONE COTUIT ZIP - LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 48662 DESCRIPTION SINGLY FAMILY HOME PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND .00 1HE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P:,Q g` * BARNSTABLE, +}► MASS. 0.19. A�0 Ep Mpl BUILDI_G(/l DIV �N�\t// DATE ISSUED 09/15/2000 EXPIRATION DATE BY f THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) IM A , DATA " •�� , ;-`.� a r'�a,.a ? aye+f '1. 1 a J1 I a: F I'. � r +� {. . STAB 0 BON yam_ '�F .4E r tsll,'7 037; .). D_ '40155 . T A ` :Department.of Health, Safety _.:� and Environmental Services Im 00 k0ri9� L � FIVATE P. 'HARNSTABI.F� +' MASS. F VISION "EXPIPATIOAt SATE - THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR}ANY PAR- EREOF EITHER PORARILY OR PERMANENTLY.E CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THEBUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS..THE.ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.- MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION.WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION` PERMITS_'ARE REQUIRED FOR HAS BEEN MADE.-.-WHERE A CERTIFICATE'OF':OCCU-_ 2.PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH- PANCY IS REQUIRED,:SUCH BUILDING SHALL.NOT.BE.: (READY TO LATH). ANI. A INSTALLATIONS: 3.INSULATION. OCCUPIED.UNTIL FINAL'INSPECTION HAS BEEUMADE 4.FINAL INSPECTION BEFORE OCCUPANCY. 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS. ® s d w tir �y� G 2 2 I sue, fe P e1 3 ING INSPECTION APPROVALS ENGINEERING DEPARTMENT 201-4 3 -- c! BOARMOFjiEALTX OTHER: SITE"PLAN REVIEW APPROVAL WORK SHALL NOT AOCEED UNTIL PERMIT WILL BECOME NULL"AND VOID%IF CON IN$PECTIONS'INDICATED'ON THIS Tuc WCOM-T(V]LJAC A000n% r:nTUG STRUCTION WORK"-IS NOT STARTED WITHIN SIX*. CARD CAN BE-ARRANGED FOR BY t. r FOREST y1L L S 190 ,30 100 - 3B. 4 0 9.3; 00 R-575. 00 A-27. 40 46 ' 1d.ao /7 24.00 to hp �5 a � � ' E+7srr&s ° 44.71 LOT 9 0 17.67 16 314 SF. /7,. 173. 1B S 67'01 '52"E w TO THE BEST OF MY KNONLEDGE, THE .• PLOT PLAN OF r L.A ND- FOUNDATION SHOW ON THIS PLAN. IS AS LOCATED .IN IT ACTUALL Y EXISTS AND CONFORMS TO CO TUI T, MA SS. THE ZONING REGULA TIONS IN THEl�p1�'[V OF BARNSTABLE, REGARDING YARD ,S^ET�A.. PREPARED FOP DATE.'MAR. 16. 2000 :r Mc SHA NE CONS TPUC TION Ell�.�,! t��' 1, DA TE."MAR. 16, 2000 SCALE." 1 °-30 FT. - - - - - - - - -y:—.. . N.1...S. I ; t CAPE E ISLANDS ENGINEERING. FLOOD ZONE C (NON-HAZARd) D-IO ` ,:..` . �,,- MA SHPEE - — MASS. I- � i tHE�p The-Town ®f Barnstable. aA LE.MASS. q, Department of Health Safety and Environmental Services 9 A55. 0 , s67q. �0 MPS Building Division ! 367 Main Street,Hyannis, MA 02601 I Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location _ t�'1(1r Permit Number 0 Owner Builder �. One notice to remain on job site,one notice on file in Building Department. The following items need correcting: U'�df C A�;__/ttilb-6�_ 6 �1'sZG VN _Ctv Ud I\k L ^ i 0 T r e s Please call: 508-862-4038 for re-inspection. Inspected by `. J Gyi Date TOWN OF BARNSTABLE BALDING PERMIT.APPLICATION MaN parcel hi^1 0001 '��� +hermit# 4AA�, Health Division -'� — Z' � �" 3Z� —O/� Date Issued Conservation Division 3 L06p Fee Tax Collect r ' Treasurer; " f dIT BE PlanningDept,M a de -+-a �^' S CC)"^ 1 � ^'cam ' UVITHTITLES ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning oar _ p�r�s: // ' `a 3 _ ►°c ,� TOWNGULATtONS Historic-OKH Preservation/Hyanni 'x �" Project Street Address s 77 ..31 4, l is mD �,vo 4 Ar,> Village © �' Owner L� 2 Lmy S11-V CJ�� = l N L Address m A.��� P Telephone 13 DSO ' ul1t Permit Request S I N �r Square feet: 1st floor:existing_ proposed 2nd floor: existing proposed Total new19 gs Estimated Project Cost 3 d 0 Zoning District Flood Plain Groundwater Overlay Construction Type ilk 0 o e— Lot Size `�o 1 Lfj Grandfathered: �s O No If yes, attach supporting documentation. Dwelling Type: Single Family Q4,"' Two Family ❑ Multi-Family(#units) Age of Existing Structure X/ Historic House: ,❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: 1!1<1I ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new 3 ' Total Room Count(not including baths): existing new_� First Floor Room Count e Heat Type and Fuel: $Cas ❑Oil - ❑ Electric ❑Other IAI DA 5/z 13a,*2 p► Central Air: ❑Yes E o Fireplaces: Existing New 6;�' Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing I 3�h`ew sized Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use - Proposed Use BUILDER INFORMATION Name s Telephone Number Address ' License# t�0° / ' os, &A Home Improvement Contractor# Worker's Compensation# WC 7 �,( �/ Y 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ loo f FOR OFFICIAL USE ONLY r T IT NO DATE ISSUED MAP/PARCEL NO. f ADDRESS 4� i VILLAGE w - _ - -; OWNER � �j" � a ' ' - i � r f _ -� • - �� _{� ... '. 3,` DATE OF INSPECTIO r' FOUNDATION FRAME U`0� 1 V� •Q� 11 ,, - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH --FINAL )' T GAS: ROUGH 'FINAL ) F FINAL BUILDING.' at DATE CLOSED,OUT f ": ASSOCIATION PLAN NO. , COO -. 4 y TabledS=b(eoll�aaed) Preserip&c Paeirsm for one mad Two-Fimdlr Rnfdeadal Baiidiap ffgsW with Fosse Fads MAXIMUM ( lluMmum - a g Qlaaag ceinc3 wall Floor Bae:a7NMI1,Lwb Hrana�Ccoi; Areas�K) U � R.v*t J ~ Rvalue' RrvaiUas Wallmess I F�� 1m��?'RrVwwvale 5"1 to 6500 Fleeting Duce D&W Q IZY. 0.40 3E 13 19 10 6 Normal R IZ!S 0M ( 30 19 19 10 6 Normal 1 12n. (I 0J0 3E 13 19 10 6 ES AFUE T 13% 036 3E 13 2S WA WA Normal � U OA6 3E 19 19 10 6 Normal 1�7• C.44 j-e + r. I tvA .�.. w IS'rfi 0M 30 (I 19 19 10 6 ES AFtJE X IE•/. 0.32 3E 13, 23 WA WA Normal Y 18% 0.42 ' 3E 19' 25. WA WA Normal Z 18•/. 0.42 3E 13 19 10 6 90 AIE M Ism, 0.sO 30 19 19 10 6 90 AFC (I 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: ��L1 tcv� k-e �\ 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING ARE.A6(#3 DIVIDED BY #2): S. SELECT PACKAGE(Q —AA-see chart above): ` NOTE. OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. t t . BUILDING INSPECTOR APPROVAL: YES: NO: q-forma-f980303a The Commonwealth of Massachusetts `- — Department of Industrial Accidents IN. _ _ effice efloYesaffatioos -=' - / 600 Washington Street . . / Boston,Mass. 02111 Workers' Com ensation Insurance davit / - name tcv � t4�`' �ry"i—' +ILL/ location � hone# city � O-1y U r !� n �i ❑ I am a homeowner performing all work myself. ❑ I am a sole prcmrietor and have no one working in anv ca acity I am an employer providing workers' compensation for my employees working on this fob company name.. MN city phone# L oltcv# insurance co 4. UMM117 ❑ I (circle one) and have hued the contractors listed below who am a sole proprietor, general contractor, or homeowner have the following workers' compensation polices comnanv name . address. J _. cif W. ::.:: ... iiisnrance ca cumany name:. ... . ...::. address: - .. ;. 32hone# �..; ciCV ty :> in�aiance co. 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 51,500.00 and/or one y�'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. 1 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 and enalties of perjury that the information provided above is rum coned Date — Sigaaturt Phoneo Print name official use only do not write in this area to be completed by city or town official permWUcense# ❑Building Department city or town: ❑Licensing Board response is required ❑Selectmen's Office ❑check if immediate respo q ❑Health Department contact person: phone#; - ❑der (tevued 9/95 PIA) f EST/MATED PROJECT COST WORKSHEET t A Value LIVING SPACE N y, Square feet X $55/sq. foot GARAGE (UNFINISHED) square feet X $25/sq. foot = �' PORCH square feet X $20/sq. foot= DECK to® Square feet X $15/sq. foot = 3 d O OTHER square feet X $??/Sq. foot = Total Estimated Project Cost For Office Use On /nc/usionary Affordable Housing Fee [(Residential Commercial**� Property Owner's Name / l @ S Lr A.A,7e � �&,/C, Project Location Project Value Permit Number "Existing Sq. Ft. "Proposed New Sq. Ft. CIS Fee $ CAPE COD BANK&TRUST CO WSHANE CONSTRUCTION, INC. MASSACHUSETTS P.O.BOX 429 OSTERVILLE, MA 02655 53 574/113 I (508)428-8500 3/3/2000 t , 0 TdTHE o ORDER OF TOWN OF BARNSTABLE _ _': $ #'1,230.00 One Thousand Two Hundred Thirty and 00/100 m TOWN OF BARNSTABLE PO BOX 1360 TC 8. HYANNIS,MA 02601 MEMO vJ 1:709. ` �4 rf 158 AUTHORIZED SIGNATURE. AF AFFORDABLE HOUSING FEE(9 WE) II'OOSL6Sill i:01, 1I30S ?491: 604 S ? 2 3 0Lill MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 01 Release 2 Checked by/Date CITY: Yarmouth STATE: Massachusetts HDD: 6137 i CONSTRUCTION TYPE : 1 or 2 Family, Detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE: 1-31-2000 DATE OF PLANS : 1/27/00 TITLE : New Residence PROJECT INFORMATION: Mr. & Mrs . Robert Cullinan 36 Flume Court West Yarmouth, MA COMPANY INFORMATION: 1 McShane Construction Company P.O. Box 429 , Ostervilie, MA 02655 NOTES : Stonybrook COMPLIANCE: PASSES Required UA = 504 Your Home = 502 Area or Cavity Cont . Glazing/Door r Perimeter R-Value R--Value U-Value UA ---------------- --------- ---------------- --------- - --- -- -- ---- --- -- - ----- -- -- CEILINGS 1488 0 . 0 52 CEILINGS 498 30 . 0 . 0 17 WALLS : Wood Frame, 16 " O. C. 2084 . 0 0 . 0. 185 GLAZING: Windows or Doors 115 0 . 310 36 GLAZING: Windows or Doors 7 0 . 290 2 GLAZING: Windows or Doors 201 0 . 470 94 GLAZING: Windows or Doors 42 0 . 460 19 GLAZING: Skylights 44 0 . 300 13 DOORS 18 0 . 190 3 DOORS 35 0 . 480 17 FLOORS : Over Unconditione ce 1930 30 . 0 0 . 0 64 FLOORS : Over Outside Air 15 30 . 0 0 . 0 0 HVAC EQUIPMENT: Boiler, 8 .. 0 FUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed .building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and .the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found ' in the Code . The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4 .4 r Builder/Designer . Date f J f l i � e 9.4e. B 'n oard o Buildsg g a ulations f One Ashburton Place, Rm 1301 a� Boston, Ma 02108-1618 License: CONSTRUCTIONSUPERVISOR PERVISOR LICENSE Birthdate: 12/19/1944 Number: CS 001608 Expires: 12/19/2001 Restricted To: 00 JOHN J MCSHANE PO BOX 753 OSTERVILLE, MA 02655 Tr:no: 16777 Keep top for receipt and change of address notification. J- g s ° SjrpETECTORS OX 79 13ARNSTABLE BUILDING DEPT . Ea �a as e �C v , ob eo RIDGE VENT ITYP) Pa CLAPBOARD ON PRONT °o ONLY - WHITE CEDAR �e SHINGLES ON ALL ODES j 9 r . 12 c E O_c DININNGTe M L F.F. oaao ooao � �� F.F. Cif Cf� N — — --- — — — —— _ _ _ NOD` I � O BSMT. FLR. I B.F. ` B - - - - - - - - - - - - - r— = - - - - --- -- - ?- - - - - - - - - --- - - - - - - vas STONY$ROOK MBR REAR FRONT ELEVATION SCALE 1/8'= 1'-0' FILE 919ELEV =m . O - r M 1 . t - d i 0 s w ° �e 79 �O y 6 v u ° �2 Ea o. . as • �9 o-' �e i� e C y 9 E O LINE OF ..E GREAT ROOM CEILING c o E Iq c V °tCt ,•, !'y V . I IRi•..: it Imo•: al 1 � � � a m I I it � Way ,I J� pmm��0 I I I a xao I I I g F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.-T — - — — — — — — — — — — — — — — — — — — — - — — — r �C, .: RIGHT ELEVATION ❑ SCALE 1/8' - 1'-0' O • r n 2 _ r t n u w as a y 6 t) r� c� e - ov • e 3� — �A - - go EE Zicn0 ' m ' - _ w .. .. i 1 p V o L------�I I I to I ;�------�; — — — — — — — — — — — — — — — - L � mmO r - - -I II II I I-------I'I r- - - - - - - - - - - -- - - - - - - - - -- - - - - - - — --- — — — - - - - - - - - � Uo� LEFT ELEVATION a; SCALE: 1/8' = I'-O' ol p O r n f a s Y wu Y Y $G zv ay U O Y U OL S C� E° _a ao a Yv 3s. a C Y se `o— �e `o 9 C r � I e e I EE 1 ZOO LL r FL FIR al- - — — — — — — — — — — — — — — — — —— — — — — — — — -- — —------— — — — — — - - - - toe u �rs REAR ELEVATION SCALE: 1/8' I'-O' �E m O r r H .401- I/2" g i 1 0 I 1 I 3'-I1% 7-3 /s- a'-+ s/a' 1r-1 v+- r-r 3•-+' +•-r 7-+-. 1 1 O i� o. I n•-r 1 n 112 SP STANDARD ea` I 1 760 SP PROVIDED 6v_° MASTER T 1 1 0� p o - I VAULTED CEILING TO 10'-b• B u$ i 1 1 1 a-] 1 12-3' I I A l i IQi w I ?v I d o �'— GQ ---- -- - �d -- a<F= iI WALL 3'-0- WIDE AREA °9 3'-P I Oi��W OF PLAT CEILING -r- ----------_ - r rs . uNeN ;, _ wadu ---11 BRKI=ST/ _ --- 9 IT E ' GREAT— ---- ----- o- 3. DINING ROOM O�LU I/]" t'-7 1/ 19 la V CATHED L 11 _D CLLARANC@ O s w (31 1 3/ X it �1CIL • 1 CAT�IEORAL - PIREP6ACE - O iv 14 IVL.IP 019¢ W + \---------- oES ��//���� � _�5'-O• 5'-Y ]'-5• 13'-+' ppalm� - POS7S TBEDROOM 2 - z e CLOSET ano i -91 p ] 3 PAN RYC I ft DINING RM . UP 3 C _1 _i ' BATH ii� G V c 17-11- o 2H.3/+•xn 1/8• LVL ;. rn 1 3/+- x u va- VVL I a ] T J a GARAGE I SLOPED I SLOPE 9is L1NEN N m CB /A-t/J/ ]-+' a 13' 7-+ BEDROOM 2#3 O mm l 9ET - a f� O a ow/ _ . s b _ b OL R O V E 1' 13--0 1/2- c O OK OVER DOORS Q OB © V2sm +-s r-s• L LI'- a• -t• +•-T• 4'-10• + r F ABOVE TRANSOM W/ r-o- N V ER 101_0- c-0 7-o yr s-a• r-+' s-t s-t 22'-0" 13'-2 1/2" II'—O" IL'-0" pip p 0 STONYBROOK MBR REAR FIRST FLOOR FLAN 1945 SF OC�1Q- SCALE: 1/8' - 1'-0' (949 PLAN) �� TOW.= FF - P-O• 40-7 1/2- J a o — —]XIO JOI TS ° Ic' O.C. •• e'-2 e•-2• - - � dV WALL P E 2.d0 C IRT7 �o — — — — — — — — J- o t'-7- I — — -- — 2XIO JOISTS ° IL• O.C� VERIFY I I BASEMENT 3 1/2•CONCRETE SLAB I I o o �s i W 9 e > I I Ee I 3--r S' 3/r -1 1/2- 4•-0 1/2- m e i'-S' i'-S• 5'-II 3/�- I y a 5 RGI AT I I E c I I s•-r r— s•-i- s•-e 1/r _ - - -� T �� - 7�d0 GIRT -� v n --� tIIALL I E 6 —C L 1 L � L PD ET o. ` 3 1/2- DIA. LALLY COLUMN I -.4• I 11-4 1/2' IT-10- ON 30-■3O•3d2• CONC. I Z0 o ROOTING (TYP) 2XIO JOISTS ° IV O.C. — r----1 2XIO JOISTS ° Iv O.C. e• 3'-e- ]1-4 1/2- i•-r ca• - r-r r-r I .n i, I' IWA POL ET 3 - 23d0 GIRT - U ALL r � PWALL OCKET L I WALL POCKET I a, ROCKET + n I � m o I I UNEXCAVATED "'2 I i I o I 2XIO JOISTS ° It_ o . I I aN tY• REINFORCED CON-. SLAB ABOVE OR GARAGE - PITCH TOWARD DOOR L_ TO DRAIN)` ( J - o o - - - -; - - -I xao II NOTE: PROVIDE IS I _ •' 3 TOW= FF - 1•-O• `v I I - Re1NF. Roos • r-o s LINE OF CANTILEVER O.C. TO TIE IN CONC. I' I V V a ABOVE ENTRY SLAB IF PR DE e• CONC. FOUNDATION WALL S ON IPae- CONC: FOOTING p • I I IN@ OF WALL AND DOORS AB VE lk — — — — — — —°— — TOW- FF - 1'-0• 24'CONC. APRON r- 1/2' R•-S' 000•osoo ro•2 000n Awn r 3 1/2• O 22•-0- 13'-2 1/20 1r-O- STONYBROOK FOUNDATION PLAN a cr SCALE: I/8" = I'-O' FILE (919PLAN) �. • I � VENTED RIDGE CAP ASPHALT SHINGLES ROOM COT W/I/2' COX PLYWOOD SHEATHING -` �a PI SIMULATED CATHEDRAL 2X10 RAFTERS e IL" O.C. AT BUILDERS OPTION Q u 2X10 RAFTERS W/2X8 CEIL'G JOISTS 28 s IC O.C. W/ HANGERS/COLLAR TIES AS REQUIRED WHITE CEDAR SHINGLES OR 12 CLAPBOARD SIDING .OVER WIND Ea INFILTRATION BARRIER - REF. -o INSULATION VENT ELEVS.'FOR LOCATION' a SPACERS 9 SLOPED 8 CLNGS AS REQ'D VENTED - 3' IO" I 3'9 DRIP EDGE ATTIC CONT. [TYP.J PLATE e ALUM. GUTTER [ DOWNSPOUT TO R-30 BATT 1/2' GWB OR SKIM COAT SPLASHBLOCK (TYP) INSUL. CEILINGS (TYP.) I BLUEBOARD s BUILDER'S t OPTION IX8 FASCIA E SOFFIT mom' FRIEZE GREAT OO1`!t I 2X4 STUDS (92 '5/8' H) m C=s [TYP.I W/I/2" COX PLYWOOD l0 R-11 OR R-13 BATT CONT. BLOCKING OR zmo INSUL. EXT. WALLS BRIDGING n MID-SPAN [TYPJ I 5/8.-PLYWOOD SUBFLOOR m REF. ENERGY CALC W/ 3/4' FINISH FLOOR OR R-19 OR R-30 UNDERLAYMENT - REF. BATT INSUL. FINISH SCHEDULE FIRST FLOOR REF. ENERGY CALC ANCHOR +' BOLTS s 2XIO914" O.C. 4'-0" O.C. FLOOR JOISTS[TYP.3 PROVIDE SPLASH 4-2XiO GIRT [TYP.] a BLOCKS 0 ALL DOWNSPOUTS OR PIPE UNDERGROUND 3-1/2 LALLY COL. m. TO DRYWELL(TYP) REF. FNDN FOR LOC. mot a' CONC FNDN WARETE 31/2" CONC. SLAB I a (REINF. 9 BLDRS 2 45 REINF RODS OPTION) BSMT TOP ( BOTTOM Vu° OF WALL t 2 A5 2'-G'X2'-L'XI2" tALLY COL. REINF RODS IN PAD [TYPI 9p�.94 FOOTINGS O BLDRS OPTION SAC TYPICAL BUILDINGS SECTION THRU GREAT ROOM W/FLUSH FLOOR CATHEDRAL CEIENG o 0 SCALE 3/I4'=1'-O" \ r j CULLINAN _ _ 1/31/00 WINDOW SCHEDULE i WINDOW FRAME COMMENTS R.O.SIZE MAT. FIN. 1 MAT. JFIN. - QTY A CSMT CW26 14'-9"X 6-0 3/8" 1!TEMPERED B IDH 2446 BS T-6 1/8"X 4'-9 1/4" 1 --_ ---- 7. -- - --- DH 2446-2 BS 4'-11 13/16" X 4'-9 1/4" --"-"" --"- -"- -- - ---_.__.. C -- D ;DH 2O46 BS ;2'-2 1/8"X 4'-9 1/4" - - E CSMT C135 BS !2'-0 5/8"X Y-5 3/8" 2. F ':CSMT CW135 BS T-4 7/8"X T-5 3/8 LOVER GARAGE G iDH 1832 BS F-10 1/8"X T-5 1/4" H VELUX FS606 44 3/4"X 47" 3:FIXED WNENT FLAP J BSMT 2817 T-8 5/8"X 1'-7 1/4" --- 4 -- K GARAGE TRANSOMS _ 9'-2"X P-2" 2 OVER GARAGE DOORS _ L CTCW2 4'-9"X T-7 1/8" _ _ _ _ FOVER"A" UNIT _ M _DH 2O42 BS T-2 1/8 X 4'-5 1'4" __ _ _ 1 _ N CTCW 1 T-4 7/8"X 1'-5" 1 OVER"F" UNIT NOTE: VERIFY WIND LOAD SUPPORT REQUIREMENTS WITH WINDOW MANUFACTURER. it j CULLINAN 1/27/00 DOOR SCHEDULE --- -- - ------- ------ -- NO.!LOCATION _ DOOR FRAME SILL LBL HDW REMARKS - -- _ : j SIZE :MAT. ;FIN. j MAT._ :FIN. - --- -- -._..----- - I FOYER ENTRY 13'-0"X 6'-8" INSUL. W/ � �" SCREEN& STORM (_) 1_ SIDELIGHTS, _2,COAT CLOSET '2'-8" -- ------ 3;UP TO ATTIC 4'FOYER CLOSET (2)2'-0"X6'-8" ; DOUBLE 5 i BEDROOM 92 T-6" _. --- ------- - ---- - 6BEDRM#2 CLOSET 4'-0"X.6'-8" BI-FOLD 7'BATH#2 - 8:BATH#2 LINEN 1'-6" -- - - 9,BEDROOM#3 10 BEDRM#3 CLOSET ..Y-0" X 6-8" -BI-FOLD 11 GREAT ROOM 6-0"X 6-8" ___ _ SLIDING GLASS PS6R 6' 12 BREAKFAST -0" X 6'-8" SLIDING GLASS PS6R 13 PANTRY 2'-2" ------ ----- ----- - ---------- 14 BASEMENT 15 LAUNDRY 6-0"X 6-8" --- BI-FOLD _ --__-- 16 MASTER BEDROOM 17 MASTER BEDROOM 5'-0" X 6'-8" SLIDING GLASS PS5L 18 LINEN - 2,_6„ ------- --- ---- -- - -- --- 19 MBR CLOSET -_ 2'-6" --- ---- ----- ------- ------- ------ 20 MASTER BATH 2'-6 ---- -- ----- -- -- --- 21 HALL CLOSET 2'-6" 22 GAR/HOUSE ENTRY 2'-8" INSUL. r- --- -- FIRE CODE ------ 23 GARAGE 2'-8" INSUL. - - - --- - 9 LITE --- --- -- -- 24 GARAGE 9'-0" X T-0" OVERHEAD 25 GARAGE 9'-0" X T-0" OVERHEAD MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit- # MAScheck Software Version 2 . 01 Release 2 Checked by/Date CITY: Yarmouth STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE: 1-31-2000 DATE OF PLANS : 1/27/00 TITLE: New Residence PROJECT INFORMATION: Mr. & Mrs . Robert Cullinan, 36 Flume Court West Yarmouth, MA COMPANY INFORMATION: McShane Construction Company P.O. Box 429 , Osterville, MA 02655 NOTES : Stonybrook COMPLIANCE: PASSES Required UA = 504 Your Home = 502 . Area or Cavity Cont . Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------- ---------------- ------------ - -- - - - --- ---- - - ------- - - CEILINGS 1488 0 . 0 52 CEILINGS 498 30 . 0 . 0 17 WALLS : Wood Frame, 16" O. C. 2084 0 0 .0 185 GLAZING: Windows or Doors 115 0 . 310 36 GLAZING: Windows or Doors 7 0 . 290 2 GLAZING: Windows or Doors 201 0 . 470 94 GLAZING: Windows or Doors. 42 0 . 460 19 GLAZING: Skylights 44 0 . 300 13 DOORS 18 0 .190 3 DOORS 35 0 . 480 17 FLOORS : Over UnconditionD87 . 0 e 1930 30 . 0 0 . 0 64 FLOORS : Over Outside Air 15 30 . 0 ; 0 . 0 0 HVAC EQUIPMENT: Boiler, FUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate, has been determined using PP the a licable. Standard Design Conditions found in the Code . The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4 .4 . Builder/Designer Date i x, kq - S YS TEM PROFILE NOT TO SCALE FINISH GRADE TOP FNON. FINISH GRADE OVER OVER TRENCHES "EL 74•o FINISH GRADE ��:s FINISH GRADE OVER DIST. BOX •: ,; ° SEPTIC TANK -- .J 1, � a• - e�.v •• 12" MAX. s d o.QG •e`; b; C�•;a�•of, a;;Q.e�bpsgo P.yi+d,pp;•'. . O'tiv. r d0 3_'/11.v.tC_ G..Ov r✓ :a c o:'. °a o TOTAL 'LENGTH OF TRENCH OUTLET PIPE LEVEL 3 a. FOR 2 FT. MIN. q•••a:o.; c o� iv L6j . Qo E�d C. I. OR PVC TEES � 9i o� E04 To�"0 t� O Q o O 0 ec�:$ O•r`0' 7 . •oc:po. ro 1500 GALLON DIS TRIBU TION BOX y BSMT FL . a' E-L ,, c� .s- '•o' �° INSTALL ON LEVEL BASE ��500 GALLON DRYf✓ELLS . o o RECAST CO CRE TE P N aye;• :,o,{'o o , i °bp o NFORCED e � �b'4i�ii:e�?'.bp'�' •4::0a.:trpa'Qb,O' V�'C'p'Po °...° °. 4 . SEPTIC TANK TRENCH SECTION,, :;. ' INSTALL ON LEVEL BASE NO TE: EXCA VA TE TO ELEV. N/,t OR LOWER TO REMOVE ALL IMPERVIOUS MA TERIA L BENEA TH THE L EA CHING A.,REA 4• DIAM. 12" MIN. REPLACE EXCA VA TED MA TERIAL WITh� 3" OF 1/B"-1/2" r,yf�_ ,,frk .. <. ___.._t3.►:i•._._... . Cj_._._.. CLEAN, CLAY FREE SAND WASHED PEASTONE 3/4" - 1-1/2" WASHED FAA r,RUSHED S TONE •'�,, s- Z Gd° EST HILLS RD �_ ��o — GENERAL NOTES TRENCH WIDTH 1eAPs330 9•38 't52•o1. ALL ELEVATIONS SHOWN ARE BASED ON ASSUMED NUMBER OF TRENCHES I _ A-'�i, 2. AL L PIPES .IN THE SYSTEM MUST BE CAST IRON NUMBER OF ORYWELLS 2_ . o OR SCHEDULE 40 PVC. OBYSERVA TION PIT v 4i 3. THE BOARD OF HEALTH MUST BE NOTIFIED r WHEN CONSTRUCTION IS COMPLETE PRIOR P-9673 ry TO BA CKFIL L ING PERCOLATION RATE: 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED �SMIN./IN. a BY THE BOARD OF HEALTH AND CAPE 9 ISLANDS WITNESSED BY.' F I SURVEYING CO., INC. _ DONNA MIORANDI z . N -- o `� 5. MATERIALS AND INSTALLATION SHALL BE IN B�aRNSTABLF�RO. OF HEALTH DESIGN DA TA o e 3 COMPL IANCE W,I TH THE STA TE SA NI TARP DA TE.' CODE - TITLE V - AND LOCAL APPLICABLE FEB. 23, 2000 — — — RULES AND REGULATIONS / Trf_.t___..H• /-c.-_-___ -- NUMBER OF BEDROOMS 6. NORTH ARROW IS FROM RECORD PLANS AND � c, � � NO ��, G~ ,4,,, �. °Y 2 �z ` GARBAGE DISPOSAL a _ _ IS�NO T BE USED FOR SOLAR PURPOSES 7. •FLOOD HA ARD ZONE C (NON-HAZARDI DA IL Y FL ON 330 GAL . a ~ B. WA TER SUPPLY TOWN WA TER r 1500 GAL . ._ SEPTIC TANK REO 'D. ti . .• ... � I y N 1500 GAL . _ e SEPTIC TANK. PROVIDED 33 p GPO. _ G y LEA CHING REQUIRED `N .4,?•a Wl ,•.. S,a.,,r+l . ,• ' � � .r ,, SF. 152WALL A oEA74 152 5.112 • �`'"'-- a"� � �►�, — io Y� �i� S.F.X G/S.F. - GPO. �EGEND BOTTOM AREA = 329 S.F. Lo7• s ® '�` 2 329S.F.X O. F, s 243 GP0 16. 314 SF. `� '�,'•a.. LEACHING PROVIDED 355 GPD PROPOSED ELEVA TION EXISTING coNrouR SINGLE FA MIL Y RESIDENCE G OBSERVA TION PI T s s�•ol •sz.E O DISTRIBUTION BOX PROPOSED SENA GE DISPOSAL SYSTEM. -_ TRENCH PREPARED FOR _ r '•� G7P 0 o sEP rrc TANK f:a MC SHA NE CONSTRUCTION !—._! RESERVE AREA _— + LOT 9 FOREST HILLS DRIVE ,��, or Eqs. BARNS TABLE—CO TUI T—MASS. � DAVJD PIPE INVERT EL EVA TION CHAR ES spra� Ki N ' DA TE: ;zr6, ; ,2ocsca �,4 t'3�8.a CAPE 6 ISLANDS ENGINEERING 36 PLOT PLAN SCALE AS NOTED 800 FALMOUTH ROAD - SUITE 301 SCALE: 1_." 2 v Zs 9 <<r, - ` __. , ,,.� rat �� r� PLAN NO . MAP S G P�'l, 1,•O T HSF .., ,, .,., '�-� :..,_.. _...- _,:. ...___�__,.....__..._._.._....,__._._-,_ _..._ . _._.__ .-.____ ___ __ -___. _- ..__ __-- -- -- . ____ MA MASS Sot 2•s'oo