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HomeMy WebLinkAbout0189 EISENHOWER DRIVE - Health 18) EISENHOWER DR 1 V6 7-ojT A-039.-125 LOT 23 i I i 7 LOCATION SEWAGE PERMIT NO. 2,0 fit - , f., Z f"_ VILLL`AGE INSTALLER'S NAME i ADDREP cl-�IV7,FA Ile R U I L D E R OR OWN ER DATE PERMIT ISSUED ," /G- - 7f DAT E COMPLIANCE ISSUED -3 3- Y-,�) '' � � ,� r��. r 10 i , . L - R ` TOWN OF BARNSTABLE LOCATION ,J 92. i5 1 eyl l ewer Po SEWAGE # 0d `J�7I VILLAGE�i/m 7'l� l 7" ASSESSOR'S MAP & LOT O INSTALLER'S NAME&PHONE NO. _ � � � �?g b)j- 7 it J_9 3 SEPTIC TANK CAPACITY 1100 691 LEACHING FACILITY:'(type] a��or��1 ► �1�/r �(size) eQSL� A NO. OF BEDROOMS BUILDER OR OWNER ThA PUM20U10S PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by sick Au o o or m �.�oil gyp,/ No. -S 7� FEE C/�/I-" t� COMM®N T14 ®F MASSAC14USETTS D(� Board of Health, ?,0 NS%A$G�& , MA. 106 APPLICATION FOR DISPOSAL SYSTIM CONSTRUCTION PERMIT Application for a Permit to Construct06 Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location l E1 6,k/110 Owner's Name Map/Parcel# 3 �.Z>!' VIjjt Address 7/ Lot# L•rC. 44�/ Telephone# SOS- Installer's Name Designer's Name Will./ l44F_l$ A1 Address Address �� ��AVS /QD VVJ T /tLS Telephone# 501,_ 11 , Telephone# 'Q8 Z B 6' -Type of Building J/V -9 r4,ylGN DW4_441 N6 Lot Size z�T 2cl sq.ft. Dwelling-No.of Bedrooms S Garbage grinder V746 Other-Type of Building No.of persons Showers (1),Cafeteria ( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow 3 '? Design flow provided .347 gpd Plan: Date Number of sheets Z Revision Date Title &/o0 S F_�o /7E 4 3Ew� Oo�4� Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator („lJJ"JAA4 Date of Evaluation L,EB��Aa DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees no to a th system in operation until a Certificate of Co pliance has Jbeen issued by the Board of Health. Signed Date ��Ta 7 �`" No.-76�'AS //" f FEE � f Board of Health, MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location �� �5 E,�/�/�u/��2„ p,� , y Owner's Name &ne ave416 O S Ma /Parcel# Address p 7/ CA"16 Lot# L X,, P44 Oj Telephone# So Installer's Name /4 /?/G •Designer's Name W/LG/om ��¢6, N/AAI o n L�� -t 1=1� �Goi Address., D D D In S D /j A Address 14)00S r� �r�t7 vuQS7,b j s 1as Telephone# 5,17--771- 3 q Telephone# j Qg 2 0®�y' Type of Building Slyal-g X 4M/Gy �l l�/ !.`�Nt�+ Lot Size Z� Zsf sq.ft. Dwelling-No.of Bedrooms Garbage grinder k21P Other-Type of Building LK/tE?b No.of persons Showers (I),Cafeteria ( ) Other Fixtures Design Flow(min.required) gpd Calculated design flow 3 7 Design flow provided 34 7 gpd Plan: Date Number of sheets G• F'# Revision Date t Title cS/7F— 4 Description of Soils) S4ca Soil Evaluator Form No. Name of Soil Evaluator /tJWWAA11 Date of Evaluation Z � .Lf�BLi2MAAil. r.� `✓ J DESCRIPTION OF REPAIRS OR ALTERATIONS 1 A The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with thfe provisions of TITLE 5 and further agrees to nok to a system in operation until a Certificate of Co plianc has een issued by the Bard ealth. T ��o/ Signed Date .IaaTIeT,63-is No.7xrow 7/ FEE ��ro BoNe,(Health, 4/2 N 574 i i L 45, , MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ®"Complete System The unders'��ed hereby certify /yr�y\L—att thee,Sewage Disposal System; Constructed Y),Repaired ( ),Upgraded ( ),Abandoned ( ) by: "G at C1 �s2.v��t _. .P e . Gc) V4(, has been installed in accordance with the provisio of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. �"L `S 7 , dated �� �� Approved Design Flo* 3y-f (gpd) Installer f / /lf �} !0 t M; � �t 1p�1 �Ir'� �¢ d Designer: Inspector: / f ll..fil a 1 W IRVPfi�lYal r C The issuance of this permit shall not be construed as a guarantee that the syste&will function as designed. No.Z�� -S �� FEE �Clyt-- COMMONWEALTH OF MASSAC14US ETTS Board of Health, 94,'N 2 4,94 , MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at �/ � lG �' �''�'� �' '0 as described in the application for Disposal System Construction Permit No.fin'v'S 7 , dated 71- /zo�-O Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date �' Board of Health tom-,. SL�I e e•hL Q s TOWN OF BARNSTABLE i LOCATION �0Wl?r A" SEWAGE # .(jC�rJ VILLAGE ( t> 7 (1 J T ASSESSOR'S MAP & LOT,�3`i"— Z>� i INSTALLER'S NAME&PHONE NO. v � � 114I 6:14 S T. 7 2)-9 3'W SEPTIC TANK CAPACITY ' l�� � LEACHING FACILITY: (type) �*&LLa! A.rt�lll (size) NO. OF BEDROOMS BUILDER OR OWNER a�- f PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private.Water Supply Well and Leaching Facility (If any wells exist on stiff ocw.itn:200 feet of leaching facility) Feet _ Edge of Wetland and Leaching Facility(If any wetlands exist within;3.00 feet of leaching facility) Feet umished by:.. 1~ 4 � I PF �► 0 t Tom) cif ll"11-11stable PH Department of lfcallh,Safety, and Environmental Services TM Public Health Division Dale �� �-�✓�- �J«� Q 367 Main Street,I lyannis MA 02601 anrwereaIAMAM I 'rtp ►�� Date Scheduled 4�0, 1 L- 4 1 2Uz> d Time] l ly 1 Fee Pd. '41 Soil Suitability Assessment for Sewage Disposal Performed By: L FY - Witnessed By:- _\,�U.A /AJ t% LOCATION & GENERAL INFORMATION Location Address Owner's Name JO n"s 4 Coo P-R t N F I:--I t j 0 0 U-S E 2. P1zk,4 F_ L— Ate/ )T r j t (� Address Io j Di M F3L 1P A�d r Assessors /Parcel: 3� Engineer's ���c.�. NEW CONSTRUCTION / REPAIR Telephone N *L,6 Land Use E� I DTI AL, Slopes(%) --LPL-- Surface Stones Distances from: Open Water.Body D11/L ft Possible Wet Area I P91 ft Drinking Water Well ft Drainage Way !)lJE ft Property Line ZQ l ft Other N R SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) 1 I a Parent material(geologic) �'% Depth to Bedrock VIR _ Depth to Groundwater. Standing Water in Ilole_ I UU �>J� Weeping from Pit Face /) fJ Estimated Seasonal High Groundwater I �/ t `��ozrx�-o DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Ohserved standing in ohs.hole: in. Depth to sell mottles: In. Dcpih to weeping from side of ohs.hole: in. Groundwater Adjustment ft. h,dzx 'VzO° Rcndi )ate 1;.dc;: we!!!evel Ad;. recur Ad,' r a, PERCOLATION TEST Date Time Observation x I Hole N 2d Time at 9" Depth of Perc `� Time at 6" Stara('rc-s Rk Time© \ �' 00 / Time(9•'-6") End Pre-soak` 1�. 1 p.dU� Rate Mln./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y" Original Puhlic Health Division Observation Hole Data To Be Completed on Back---� Copp: Applicant f. 0 7'' 140 �� ye r A.!~ LOT 133 CB Po (fnd) AS LOT 126 4° •i, lee lee DEED.- CTF)�' 75596el PLAN REF LC 36608C Sh2 o c r _ HSE AS MAP.- 39 ;; ZONING: .,RF,,. I1, e " FLOOD ZONE. "C" e ��Xt7N y0 ele"e"ll 0 VERLA Y PROTECTION AREA: "AP" i Q. L R�S�R� 7 I1 . ' ��� w 9co AS LOT 134 — _ _ . ��, 0 0 r 104— �\ o 1 a \ zooms s '� ' PE R���osE) \ 1 LOCUS MAP TP 105 01978 S _ �I TP 2 �430 AS LOT 125 � °rc � PROPOSED � � � °� �7 � E Sq/ft �P- HOUSE �� w PROPOSED SITE & SEWAGE' PLAN AREA= 23251 , \ I PREPARED FOR JOHN & JANE PETROPO ULOS CB 2 \ \ LOCATED (fnd) O6 00 \ \ P89 EISENHOWER DRIVE BARNSTABLE (COTUIT), MA. ELEV— 100' (ASSUMED) 0 �.� TOP OF CA TCH BASIN SEPTEMBER 21, 200 18 i j LOT 135 AS UTL. GRAPHIC SCALE C30 0 15 30 60 120 AS LOT 124 ; 'JJJy O � ,` IN FEET ) 1 inch = 30 ft. of OF ASP- .t+o I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE y 7` IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL t WILMAM v� :F: +� YANKEE SURVEY CONSULTANTS STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN HSE ,,, _ � UEBERMAN , T MONWEALTH OF MASSACHUSE775 ' � iMEW 9 No. 23971 UNIT 1, 40 INDUSTRY ROAD ZL 9 c�v ,; Gist �� P. 0. BOX 265 AUL A. MERITHEW, S. AT � �� IV AL \� MARSTONS MILLS, MASS. 02648 g7tyj TEL• 428—0055 FAX 420—5553 J09,# 52296 SHEET I OF 2 EL. 70P OF FOUNDATION "�A20" MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C. MIN. Pl7CH 1/8 PER FT. ,2"LA YER OF 101.5' CONC. ' ' ' ' ' � 0' -� CONCRETE CO VER WASHED S7L E FLOOR 8'.MAX � i . , , . . 0' . le 0' / / i i . EL= 103.5 } EL=102.2' 4" SCH 40 PVC (OR EQUAL MINIMUM . . , . , . . . . PI7CX 1/4 PER FT. CLEAN SAND MIN. 10" FLOW LINE ,20' 100.6 INVERT 1N 14" 8 = _ _ = O = _ _ _ �Zp'� o 00 = _ _ _ _ _ _ = _ _ = ogo° o CAS IN LEVEL °p° o = _ _ _ _ _ _ _ _ _ = oo; °�6 SUM o = = = _ _ = = = _ = = o o = 97 8 BAFFLE /NVERT o°oo° _ _ _ _ _ _ _ _ _ _ _ ° o° y _ INVERT EL.= 100.55 INVERT EL.=100.8 EL.= 10_0._25 EL.= 10_O.0 4' 4 (70 BE PLACED ON FIM BASE) DISTRIBUTION (2J 500 CAL LEACH/NC CHAMBERS MArHAN/CALLY COMPACTED OR 6" OF S7VAW BOX GALLONS ' 719 BE WATER TESTED 12.8' X 25' TRENCH FVRM4770N SEPTIC TANK PLACE ON 6" STONE SOIL ABSORPTION PROFILE OF 3/4" M I—En 1/2" SEWAGE DISPOSAL SYSTEM DOUBLE WASHED S7bNE SYSTEM (SAS) 1978 TESTS NOT TO SCALE BOTTOM OF TEST HOLE ELEV.=_9_2___ OBSERVATION HOLE I ELEV.=_104_ OBSERVATION HOLE 2 INSTALL- PERCOLATION RATE s<-- MIN./ INCH AT ----------- (2) 500 GAL LEACHING CHAMBERS DESIGN CALCULA TIONS.' DEPTH HOR/Z TEXTURE COLOR M07T OTHER DEPTH HOR/Z TEXTURE COLOR M077 OTHER j WITH 4' S717NE ALL AROUND 2 (M/N. DESIGN 3) 12.8' X 25' NUMBER OF BEDROOMS . . . . . . . . C..# 0-24" LOAN & SUBSOIL 0-24" LOAM & SUBSOIL GARBAGE DISPOSAL . . . . . . . . . NO 24"-36 ED. SAND & 24'-36 ED. SAND & 719TAL ESTIMATED FLOW LIGHT GRAVEL LIGHT GRAVEL SOIL TEST- P## 9706 ( !10__CAL/BR/DA,Y x 2 __ BR) 330 GAL/DAY 6"-144 MED. SAND 6"-I44 MED. SAND REQUIRED SEPTIC TANK CAPACITY 1500 CAL NO WATER ENCOUNTERED NO WATER ENCOUNTERED SOIL CLASS/FlCAT . 1 DESIGN PERCOLATION RATE < 2 MIN./IN. EFFLUENT LOADING RATE . . . . . . .74 CAL/DAY/S.F. DATE OF SOIL TEST 9/18/78 SOIL TEST DONE BY RONALD A. GIFMRD RS. LEACHING CAPACITY (AREA X RATE) 347 CAL/DAY WITNESSED BY: PAUL MURRY NOTIFY YANKEE SURVEY 24 HOURS RESERVE LEACHING CAPACITY . . . 347 CAL/DAY APR/OR TO SEPTIC INSPECT/ON. (25X12.8X 74)f(25t25t12.8t12.8)X2X 74) i GENERAL NOTES !{ 2000 TESTS ,E IJ ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 719 D.E.P. IOV.__Ip OBSERVATION HOLE 2 TITLE 5 AND THE 719WN OF _BARNSTABLE____ RULES AND OBSER VA TN HOLE 1 ELE BSERPERCOLATION10 RATE SI-_ MINI INCH AT ��,� 4____ ELEV. 104 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. I 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DEPTH HORN TEXTURE COLOR M07T OTHER DEPTH NORM TEXTURE COLOR M077 OTHER WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 0-7" A L/s 5YR 3/1 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 7-18" B, S 10YR 5/6 FINE/IIED 7-I8" B WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 18-34" B, s 10YR 6/8 FINEIU ' S IOYR 5/6 F/NE/,VE I 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 34-144" C S 10YR 8/6 MED 18-14" B, S IOYR 8/8 FINE/ME I D 34-144 c s lOYR 8/6 ,vsD O USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS To GRADE SHALL NO MOTTLES NO MOTTLES BE MORTERED IN PLACE. NO WATER ENCOUNTERED NO WATER ENCOUNTERED 5) NO DETERMINATION HAS BEEN MADE AS 719 COMPLIANCE WITH OF DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO DATE OF SOIL TEST 41412000 SOIL TEST DONE BY WILUAM LIEBERMAN, SE OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. WITNESSED BY: ✓. DUNNING B.B.O.H. r 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR W1LLP" IS 719 CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS LIC13Ep1AAM PRIOR 719 COMMENCING WORK ON SITE. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS .� me. 23w I O a SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. vQ,ST` �w. 8) PARCEL IS IN FLOOD ZONE_-_ ON � 9) LOT IS SHOWN ON ASSESSORS MAP _ AS PARCEL 125 _- JOB 52296 SHEET 2 OF 2 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ' ..- &DIMENSIONS IN THE FIELD •- 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 134r zs-3• 3(r.0• 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 3-r 3••r 3.2• 3-1 1- FIRST FLOOR TO BE 6-8"ABOVE SUBFLOOR REUSE REUSE RE-USE REUSE 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS Exlsr. Exlsr. ExlsT. Exlsr. STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 M REUSE REUSE H 5.) 110 MPH EXPOSURE B WIND ZONE EXIST. EXIST._— --- 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING F' REUSE i`-x;-- i A 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD EXIST. Exit_-_ A4 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY FOR ALL REMOD. PROPOSED&EXISTING DETAILS r-- - e PORCH ==V- -- 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF h RE-USE RE-USE " - GAS ALL SIMPSON COMPONENTS EXIST' EXIST. i s cftaL - 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS I TO BE 3000 PSI r'1 REUSE h i i 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE EXIST. 11 DURING FRAMING CONSTRUCTION ma ea 11 - 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 0 39•sa NEW 4 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED II NEW 3v.s61 ___u DECK 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" N VERV'::'1F R.O. ID Dp H I —— ————— Q s,Q. 14..0. &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF O MASSACHUSETTS WIND SPEED MAPS WI _�L- �. 6-T Ts• -r .4•e' 1zn^ 6-r 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS WINDOW VERIFY R. REMOD. HE § VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS KITCHEN r�L1cHr� WINOOVJ A 30 d68 A W/OWNERS PRIOR TO START OF CONSTRUCTION (VERIFY KITCHEN I ABOVE I VERIFY R.O. �NRCH A4 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY NEW NEW LAYOUT W/OWNER) WINDOW —J EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION VERIFY R.O EXIST. WINDOW --- - M c C c - INSTALLER/CONTRACTOR. NOOK F veRlFv R.G. —;—I 1 ——————_— 17.ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED fis-- ) • I 6P�68' I 0 r L�R-- ________L STAG BIFOLD O I B 4'.6 1 —— ——J L——� m b I IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 4 NEW "aD REMOD. NEW TILED 4k b I NEW CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION H " L---------------- BATH/ 1 n �' J I ti - TABLE 402.1.1 MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS VERIFY O. STAC L'DRY STUDY W.I.C. I ( w sENEalfta E > NEWWID 1 n _ _ vaLu I 0 r uvnciH 27 3-0' ERIDFY8.0. EW JO rULI-DOWN 153• L om o12�'tEotFv)B L———J :sY E pvaL E bYaA E py,s°E a,A1�E E —L—JUa` MASTER C NOTES,R-VALUES ARE MINIMUMS&UFACTORS ARE MAXIMUMS. - UNEN I n � O y `� BATH - `O3 2.15119 MEANS R=15CONTlN0OUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 1 CABINET; H j/ 5, o `AAA `�� �b ~ I - �� OF THE HOME OR Rv15CAVITY INSULATION AT THE INTERIOR OFTHE BASEMENT WALL M DINING ( '^ p 2D°a6B' 20'�60' • L--- l - - 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY,REgUIREMENTS ------ O F cTos- o;I__;^�_;- 6� ;1 PK. O r0' 66 WINDOW SCHEDULE � d S I I F_i \ PKT.DOOR PKT.DOOR. / NEW i�---� � `-s- -�" \ / HALL© \ _——_ GAS / b 4 TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS --------------------- E- 11 O T _ F.P. I. - "' A MARVIN ITDH30602W 5'-0"x 5'-0 1/4" INTEGRITY DOUBLEHUNG"MULLED UNIT I m n ,%�o I I - B ITDH34562W 5'•8"x 4'-8 1/4" INTEGRITY DOUBLEHUNG MULLED UNIT ' 1 � n / o 10 H 1 ___J� ____� t RELOCATED C ITDH3056 2'-6 1/2"x4'-8 1/4" INTEGRITY DOUBLEHUNG IL)i 3x4• I MASTER I D ITDH3640 3'-0 1/2"x3'4 1/4" INTEGRITY DOUBLEHUNG DN. J REMOD. BEDROOM E ITDH3456 2'-10 1/2"x 4'-8 114" INTEGRITY DOUBLEHUNG 11 I BATH I - I7 I --3 j\ I C (TRAYCEIUNG) F ITDHP5056 4'-2 1/2"x4'-8 1/4" INTEGRITY DOUBLEHUNGPICTURE -F •' ' IAWN3723 3'-1"x 1'-11 5/8" .INTEGRITY AWNING r B"" I 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O.'S .�YZ O I I WITH WINDOW MANUFACTURER PRIOR TO ORDER PLACEMENT REMOD. I I 2.MARVIN INTEGRITY WOOD-ULTREX INTERIOR/EXTERIOR LIVING DN. _________ _____ ____ _ w W/STORMPLUS GLAZING.SIMULATED DIVIDED LITES&SCREENS — 8 VERIFY ALL DETAILS W/OWNERS a REMOD. o =r= BEDROOM / \ NAILING SCHEDULE — I � NEW E - g - 110 MPH EXPOSURE B VNND ZONE 39'Ox TP A ¢ ROOF BELOW a JOINT DESCRIPTION NO.OF COMMON NAILS NO.AF BOX NAILS NAIL SPACING A b ROOF FRAMING: I ,$ - BLOCKING TO RAFTERRAFTER (OE END NAILS 2-SE 2-16d EACH END S.L. S.L. RIM BOARD TO RAFTER(END NAILED) 2-10E 31fitl EACH END A WALL FRAMING: A4 TOP PLATES AT INTERSECTIONS(FACE NAILED) 410E 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2.18E 2-16,1 2Po.c. A A HEADER TO HEADER(FACE NAILED) 16E led 10'o.c.ALONGEDGES T8' 15-0' T8 FLOOR FRAMING: 3$ 3B JOIST TO SILL.TOP PLATE OR GIRDER(TOE WAILED) 4dtl 4-1W PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2EE 2-10J EACHEND 19-11' Td 15-1' BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.16E 4Isd EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.18E 4lw EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 341E 3.10E PER JOIST ` BAND JOIST TO JOIST(END NAILED) 3.18E 4Ilki PER JOIST 4Z-V 3ryd- BAND JOIST TO SILL OR TOP PLATE(TOE"LEDO 2.16d 3-1w PER FOOT ROOF SHEATHING: V400D STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO I6'o.c. BE 10d 6'EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER I6'o.c. BE iW 4'EDGE/e FIELD GAB LE END WALL RAKE OR RAKE TRUSS W/O OVERHANG SE 10E 6'EDGE/6'FIELD UPPER LEVEL PLAN GABLE END WALL RAKE OR RAKE TRUSS 84 0tl 6 EDGE 6 FIELD GABLE ENOWALOUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS w 10E 4'EDGE/4'FIELD CEILING SHEATHING: GYPSUM WALLBOARD SE COOLERS — r EDGE/10'FIELD SMOKE DETECTOR WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) ©CARBON MONOXIDE DETECTOR STUDS SPACED UP TO 24"o.c.. BE lw 6•EDGE/12'FIELD - 1R'&2502-FIBERBOARD PANELS SE — 3'EGGE/r FIELD ®HEAT DETECTOR 12'GYPSUM WALLBOARD SE COOLERS — r EDGE/10'FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) I.OR LESS THICKNESS ed 1Q1 6'EDGE/1-FIELD GREATER THAN('THICKNESS 1. 16d &'EDGE/6'FIELD - BQ� COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR. THEDEDRAWI SS LL BEPRIOR TO IFIED START OF FANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO. C TUIT A ROAD THESE DRAWINGSPRIOITO STCONTR MASHPEE,ER ROAD WILLCON BE UCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 11 PH.(508)274-1166 COMMENCESIN THESE DRAWINGSWITHOUT NOTIFYING 4" FAX(508)539-9402 O B R I E N RESIDENCE COMMENCES DRAWINGS ARE NOTIFYING THE DESIGNER ERN NOTED. AERRORS OTHER USE O THESE DRAVANGS ARE SOLELY FOR THE USE DATE THESE THE OWNER NOTED.ANY OTHER USE OF 189 EISENHOWER THESENT OFT E REQUIRES THEWRITTEN 12/11/2015 DRIVE COTUIT, MA CONSENTOFTHE DESIGNER UNDER PROTECTION ARCHRECTURAL COPYRIGHT PROTECTION i 1s•a- @-a s$ 1d•a• i 30-v OUTLINE OF PORCH ABOVE I I I I I I A I f— I I II I I I UP UTLINE OFDECK ABOVE— I I I I 3-0• d$ I I I q h 1S-O' @A" - q M B ZB'.ITT EXIST. NEW WINDOW A6 STORAGE NEW WINE CELLAR r�———— n I. II STEPS n I D n II jIjI O@P IIjIII w II NEW STORAGENEWWINDOW BIFOL@DB (FORMER GARAGE) VERIFY R.O. CLOS. 6 x I�IIII F8NEW ------ GARAGE ELECTRICAL © EXIST.PANEL c M qm - - O , -E UP @T EXIST. --- s NEW V°NDOW vERIFY R.o. 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