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HomeMy WebLinkAbout0017 NEWTON TERRACE - Health 17 Newton Terrace }s stervi a .; '; ;., - .. � ,.. , :,t, - ,,•� �.� t -o� ,;, +' A= 1.16— 058 . " � _ Y J w qJ y: . : a r a t e i r rA � .. � � •. - + � � , e .6 .i „• - ... it y TOWN OF BARNSTABLE LOCATION J -7 A1tf rpA( SEWAGE# U - Z85 VILLAGE Q_ ZA�' ASSESSOR'S MAP&PARCEL Me 6— INSTALLERS NAME&PHONE NO. (j'/(Jf- SEPTIC TANK CAPACITY j!joo GA2._ LEACHING FACILITY:(type) 6-7AI t,F�j (size) 11; NO.OF BEDROOMS OWNER l LP! IL,4,ug-,,C S- OALI It PERMIT DATE: `7-18—o"7 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 o hi facility) Feet Edge of Wetland and Leac ' g F ili s-exist . within 300 feet o i ity) Feet FURNISHED BY I 2 I �2 O ® A 21' 8 23� 22' tit � Y��. -' F'i�.�_..+.r.�� , �. � .�- � ., .s �v 1 i ..... '^��`ti.H^"v,�- "..tY• • • �--.s.- _...`."�,Nv""� .r a�+.-..... t �. v• .�ti.r-r s s r- _.. No. /�J� �t, - I, l _ Fee _ Entered in computer: b THE COMMONWEALTH OF MASSACHUSETTS p PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS Ye ZippYication for �Bigoal *p!5tem Cow5truction Permit Application for a Permit to Construct O repair O Upgrade( ) Abandon( ) Complete System Individual Components Location Address or Lot No. G S V��r� Owner's Name,Address,and Tel.No. 11 ,✓Wrr4 -rfr- 4c P+'�tcL%4,11- is -Pft,� f- ./703 Assessor's Map/Parcel 1 (� D s^� ��j t�V ~ '' Installer's Name,Address,and Tel.No. s6 P 8 / `/ Designer's Name Address and Tel.No. GEC I C®,js +� Type of Building: 100 0'1` tti t.ZVNt Vl-%ON Dwelling No.of Bedrooms Lot Size' 1 O O O O sq. ft. Garbage Grinder Other Type of Building WO 1a( No.of Persons Showers(Z) Cafeteria( 10 Other Fixtures Design Flow(min.required) gpd Design flow provided 114' 660% VYo gpd Plan Date S' Z "0 Number of sheets 2 Revision Date Ii/A Title Size of Septic Tank 1 S V, G N latj Type of S.A.S. Description of Soil C4*4 f/.j-t f � Nature of Repairs or Alterations(Answer when applicable) Q w M Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainten ce of th dito-sawage-disposal system in accordance with the provisions of Title 5 of the Environmenta an not t place th syst in operation until a Certificate of Compliance has been issued by t ' Sign , Date �r� �C� .Application Approved by Date Application Disapproved by: Date for the following reasons I Permit No. Date Issued THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A- /- DATA :JT ee 0. `---- - - `' THE COPIMON'WEALTH OF MASSACHUSETT tered in computer: Ye PUBLIC- HEALTH DIVISION - TOWN/bF BARNSTABLE;`MA SACHUSETTS ric�tion for �hgpon, &p�t m Construction Permit Application fo`r a Pern>i1 to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. C Owner's Name,Address,and Tel.No. l� 'Nr`,T'rq TeAt'V{�e tc: 1 c ff 13 r,,-rapt • Assessor's Map/Parcel (� / U S� b "' U r " c C 7 S 5 Ite Installer's Name,Address,and Tel.No Designer's Name,Address and Tel.No. yy�� FFc CC-3 - C,` G C eJ �' '= L` S $—yOb -s0! IDS 7, tr rA.N tY5r "flu 0 /� F O N G 3na s Ae" /3, )) Type of,Building: W O -h `l 0 * Dwelling No.of Bedrooms Lot Size +v J sq.ft. Garbage Grinder 41 Other. Type of Building o'"( No.of Persons Showers(Z ) Cafeteria,( ny Other Fixtures r Design Flow(min.required 1 /� gpd Design flow provided //� G� Y ��% gpd Plan Date S {_ Number of sheets 1 Revision Date "J/ Title Size of Septic Tank 1 5 y L IL 1�rj Type of S.A.S. Description of Soil �� M y f �� f /" _ ( _ e Nature of Repairs or Alterations(Answer when applicable)� (�J�Q c 14•3 M 1 1 R 1 ' Date last inspected: Agreement: ,; The undersigned agrees to ensure the construction and mainten nce of t e afore desert- d-on-site-sewage disposal system in accordance with the provisions of Title 5 of the Environment and not tt place the s-yst in operation until a Certificate of Compliance has.been issued by t 'soa••d.o.f- ._ t u`7 Sign �,. , Date �_' Application Approved by Date /Lf Application Disapproved,by: v `- Date _ for the following reasonson dpn on r ) Permit No. Date Issued hlo - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (/ ) Repa+red ( ) Upgraded, ) Abandoned( )by a12k � N CJn STD G��Ji��J 11/✓�►C. P D J �, t_,Me at''` i 7 N 2 w o^► p n!�« A .��F'GC V>f i ' h been con truWd* /accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. "" ') dated �. Installer Designer 11r,nr J i- y 2pe, k�( #bedrooms y Approved desygn flo l ` y y gpd The issuance of this permit shall yot be co'nJstrued as a guarantee that the system will f' cti ns designed. Date r g � / ! Inspector — �••�---No. I - ��—_—=_—=---------.— - -,-----_—— Fee �_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mizpant .pgtem ion.5trucrion Permit Permission is hereby granted to Construct ) Repair ( ) Upgrade ( ) Abandon ( ) System located at 1-7 ,- • Cj e wTO N 'T'ZA n 13rC C 9 3�en 1 67A and as described in the above Application for Disposal System Constr.;zction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditio s. Provided: Construction must becompleted within three years of the date of this p ni . Date ���O / Approved'by P.O. Box 1493, 15 Diamond's Path C. C. CONSTRUCTION, INC. S. Dennis, MA 02660 Tel. Number: 508-398-1811 Fax Number: 508-398-1866 e-mail: daphne@ccconstruction.net To: HEALTH DEPARTMENT From: DAPHNE LANDERS MARINO Company:TOWN OF BARNSTABLE Pages: 3 Fax: (508)790-6304 Date: September 6,2007 Re: 17 Newton Terrace,Osterville,MA Permit#2007-285 ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply o Comments: PLEASE FIND ATTACHED AS-BUILT AND LETTER FROM THE ENGINEER FOR THE ABOVE REFERENCED PROPERTY. THANKYOU! is iLDENNETT A 'REI LLXjn'c. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary - 21E/Site Remediation Property,Line PO Box 1667 Site Development HydrogeologicSurvey Subdivision Brewster,MA 026311 Waste Water Treatment Water Quality Monitoring Land Court ' 508-896-6630 Water Supply Licensed Site Professional- Trial Court Witness 508-8964687 Fax August 8, 2007 B007-4679 Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Re: 17 Newton Terrace Assessor -. .� 's Map,Parcel` / - - Osterville,MA Michelle Barry&Laurie Sonia-Owner Dear Mr. McKean: As per the requirement of the Massachusetts State Sanitary Code 310 CMR 15.021(3), BENNETT & O'REILLY, INC.,has -conducted an on-site inspection of the newly installed sewage disposal system at the above referenced property. At the tune of our inspection on 08/03/07, the system installation had been completed with the exception of'.backfilling.:and final-grading. Our observations were limited to the top of the Soil Absorption System (S.A.S.), the observation manholes for both the septic tank and distribution - box and the soil conditions above the S.A.S. Based on our observations,the sewage system was installed within substantial compliance with the approved plan dated 05/24/07, as filed in your office. This letter represents BENNETT & O'REILLY's inspection prior to backfill. No wprrantie or guarantees are expressed or implied for the future operation of this system, . Please contact my office directly with any questions, comments or for any additionalf nformation you may need. - R Very Truly Yours, BE ETT&O'REILLY; INC. Linda J.Pinto, P.E. Civil Engineer cc Client . John M'I-O'Ret"11y; D'on`, ryan via Fax - LJP/smmt 1 � Town of Barnstable P# Department of Regulatory Services Public Health Division Date • � MAES. a63y 200 Main Street,Hyannis MA 02601 plED M!d� •. ' Date Scheduled / Time / Fee Pd._$100.00 f ll Soil Suitability Assessment for Sewage Disposal Performed By: 14ej+�N Fe(A gAJQ j Witnessed By: �(\f'1G I of G n dl' LOCATION& GENERAL INFORMATION Location Address Owner's Name Michelle Barry - 17 Newton Terrace adaresS Laurie Sonia Osterville, MA 148 Lexington St. Ne ton, MA 02466 Assessor's Map/Parcel: Engineer's Name Bennett & O'Reilly, . nc. , Linda J i Pinto, .PE 118/058 NEW CONSTRUCTION 'REPAIR Telephone# j08-896-6630 k Land Use-- Res t Jet%++G l Slopes(%) 0 Surface Stones r Distances from: Open Water Body.7!00 R Possible Wet Area 7WO ft Drinking Water Well _KV l�ft Drainage Way ft Property Line 71y "ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands�n proximity to holes) 40 �. io .oa - a _ Te 11S°6 6 --,- .. g a'. � A I1 00,00 f ., rA. _ Parent material(geologic) qc;a 1 GIJ{ iS� Depth to Bedrock N//* ,p,^ Depth.to Groundwater. Standing Water in Hole: . . Weeping from Pit Face JQ (eA zr � 'i •-Estimated-Seasonal l-ligh Groundwater_ DETERMIN TION FOR$EASONAL HIGH WATER TABLE . _ Method Used: 0m —re� P t t' #Z Depth Observed standing in obs.hole: __ —in,in, Depth to still mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment fC. Index Well# Reading Date:. Index Well level.� Adj.factor, .m Adj.Groundwater Level PERCOLATION TEST Datil 7 Thn. N 3oAM \� Observation + ' Hole# 14 Time at 9" Depth of Perc Time at 6" \ Start Pre-soak Time @ -, �__ Time 9"-6") End Pre-soak 7 J V r Rate MinJInch _4ZM:R ;A Zyh.s,I(/CG ' Site Suitability Assessment: Site Passed _ Site-Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- i ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICU'ERCFORM.DOC I cr a DEEP"OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones;Boulders. on sittcncy. ray o,o%cl 1 by l Nam 10 ye 5/8 qq Soma log 91ty) DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) "(USDA) (Munsell) Mottling (Structure,Stones,Boulders. 'sue IC 6 �� 9140,1 loy(Z Nm DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil-Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Hite Gravel) Vi Loran San 6l� N r\ lit 10 C= DEEP OBSERVATION HOLE LOG Hole# q Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones;Boulders. onsistency, a- o LrKy ��snt� ® 6fs Med:�M/crs 0 A 7 I �19-1 z3�, MQ ��� �oalse a� Ing 916 __ 'i • u Flood Insurance Rate Man. --� Above 500 year flood boundary No_% Within 500 year boundary No?<1 Yes r Within 100 year flood boundary No)s� Yes r \\ Depth of Naturally Occurring Pervious Material . Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification , I certify that on > (date)I have passed the soil.evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature t� Date .�Uil �� l 2 RENDERINGS FOR VISUALIZATION PURPOSES ONLY-MAY DIFFER SLIGHTLY FROM ACTUAL �t TABLE OF CONTENTS 0 9 m ALL LANDSCAPE AND MASONRY WORK NOT IN SCOPE OF WORK-5HOWN FOR VISUAL AID ONLY. Z v m vQ �v A-1 TITLE PAGE y rZ. o f'XI A-2 GENERAL NOTES O: m O o 4) ° m r V du u_ A-3 FOUNDATION PLAN " I A-4 FIRST FLOOR PLAN&SCHEDULES ENGINEER} .. J�n00Nn95duffon6 .. t farL b85wt1ures A-5 SECOND FLOOR PLAN ---m-•-., � T"f � a'❑ `. A-6 FRONT&REAR ELEVATIONS IIH11 M ����, ` 39 Main Street,Suite 30.1 ill IIB VU _ Ayer,MA 01432 111 111 }} t A-7 RIGHT AND LEFT ELEVATIONS 975-772-1590 ex 17 � � °- 111"111 ® �d �A i I 111 111 x A 8.KITCHEN PLAN 8 SCHEDULES: a ". A-9 FIRST FLOOR FRAMING PLAN&DETAILS # A-10 SECOND FLOOR FRAMING PLAN i W Wr� 147-,-,4m A-11 ROOF FRAMING PLAN • ° gallm a',a A-12 PROPOSED BUILDING SECTIONS " w (L , E1 1ST FLOOR ELECTRICAL PLAN -,..: W PROPOSED FRONT/LEFT RENDERING . PROP05ED FRONT/RIGHT RENDERING E2 2ND FLOOR ELECTRICAL PLAN f 4 W w o w_ k: � u1 Q M VIA „ V ,s " row.. .+'.. •#>: ?. .a.'3w, t''tt _; ,.'� k• r ,.".' ry PROPOSED REAR / LEFT RENDERING PROPOSED REAR / RIGHT RENDERING W 0 SHEET# PROPOSED SITE : 107 NEY4TON TERRACE I",so ir&\ Al 05TEmyILLE , MA � � W " 10,003.05 FASCIA OR FRIEZE GENERAL NOTES Overall Job Base Dimensions: ALL WORK TO 39'-0"L x 24'-0"W x 8'-0"H Puce,hemlock,fir 23.222.CERAMIC TILE FLOOR Z #2 pine,spruce, or CONFORM WITH 1.CONTRACTOR SHALL VERIFY ALL DIMEN51ONS Front LR bumpout Dimensions: 1x5 Azek trim-windows/corners Install ceramic tile on bathroom, c 11.410.RESTORATION VINYL 5101NO kitchen,laundry room or foyer LOCAL BUILDING PRIOR TO PROCEEDING WITH THE WORK. 10'-0"L x :14':-0"W x 8'-0"H yer floor, 1/2'°cement board 01 Plans and Permits Solid horizontal PVC,vinyl siding,#15 felt paper Thin set mortar,Set ceramic tile,grout and seal 2 CODES IN 2.5TAIR411AYS 01.020.BUILDING PERMIT Smooth or wood grain,All accessories,including starter ceramic tile floor w/board ■ 05TERVILLE, MA a.REQUIRED STAIRWAYS SHALL NOT BE LESS THAN Prepare and submit permit application strip,J-channel,utility or under sill trim,4 piece outside 23.002.Engineered FLOOR V 3'-0"IN CLEAR WIDTH. MAXIMUM RISE SHALL BE 8 1/ and obtain permit.Building permit corner(two 5"smooth corner post Engineered flooring-light maple finish Engineered flooring- s AND THE 4"MINIMUM RUN SHALL BE 9",WITH NOSING NOT TO fee NOT included. Iineals), 1 piece inside corner light maple �/ 0 2,,fl Q. MA55ACHU5ETT5 EXCEED 1%. MINIMUM HEADROOM To BE 6-6". 01.000.ALL REMODELING AND RENOVATION WORK post,window and door surround 24.701.SMOOTH CEILING o "'Q Smooth finish plaster or plaster-board,painted Ln umi STATE BUILDING b.HANDRAIL(5)SHALL BE LOCATED IN EACH STAIR In addition to building permit fee. (3-1/2"smooth lineal) 5ET-UP&GLEAN-UP < Q SYSTEM WITH MORE THAN THREE(3)RISERS,AT A Cost and rice are based on.total NOT included are soffit,fascia, CODE. HEIGHT OF 30"MIN.&38"MAX.MEASURED amount of job. . rake and window and door trim Painting and staining costs on every page include set-up and } Z x o y 0 VERTICALLY FROM THE NOSING OF THE TREADS. Foundation plans,floor plans, vinyl siding clean-up time. o p p y g-perfection shingles SURFACE PREPARATION � m 9 Y GENERAL NOTES GUARD RAILS,34"MIN.IN HEIGHT,SHALL BE elevations,sections,as required. 11.401.ALUMINUM SIDING O o s A INSTALLED N FLOOR,PORCH,AND OR BALCONY Includes on-site survey&measurements .024"thick horizontal aluminum siding An average amount of surface preparation such as caulking, (� w K S w ALL WORK SHALL BE DONE IN AREAS MORE THAN(30)INCHES ABOVE A FLOOR OR by designer,but does NOT include #15 felt paper All accessories,including starter filling and sanding is included in all exterior and interior ACCORDANCE WITH M5BG approval of plans b owner. painting and staining. GRADE BELOW. MAX.CLEAR OPENING BETWEEN conferences with or a p y strip,J-channel,utility or undersill trim,one piece inside ENGINEER AND LOCAL CODES. SCAFFOLDING RAILS/BALUSTERS OR FLOOR SHALL NOT EXCEED 01.005.02 ALL REMODELING AND RENOVATION 1^lORnd outside comer post NOT included are soffit,fascia, FOUNDATION AND FIVE(5)INCHES. blue blueprint costs,Blue rints All costs are for 1,2 or ol3 story buildings,and cost of erecting P e�u�oenxn_- P P rake and window and door trim 8"double 4 aluminum and dismantlingscaffolding 1s included.Pick-up,deliveryand wwbas "m STRUCTURAL PLANS SHALL c.PROVIDE AN INSULATED DOOR @ THE TOP OF 01.130.ENGINEERING siding g p' BE VERIFIED BY GPR THE BASEMENT STAIRS,OR INSULATE THE WALLS Site visits to establish location/ rental of scaffolding is NOT included. 17.005.FIBERGLA55 BLANKET OR BATTS SPECIAL EQUIPMENT 39 Main Street,Suite 301 ENGINEERING. AND UNDERSIDE OF STAIRS AND PROVIDE AN elevations(i.e.septic tanks/fields, Stapled to open wall or roof Rental of special a ui ment such as spray guns,etc., DIMENSIONS AND NOTES. INSULATED DOOR @ BOTTOM OF BASEMENT STAIR. driveway center lines,apron center framingor laid flat between ceiling l q P P y g Ayer,MA 01432 SHALL TAKE PRECEDENCE lines,reset bench mark elevations,etc. g is NOT included in 978-772-1590 ext 77 joists on installed drywall. costs. OVER THE SCALING OF THE 3.THE GONTRAGTOR AND HOMEOWNER SHALL Engineer-structural plans Insulation placed in 16"oc framing. QUALITY DRAWINGS. CHOOSE THE WINDOW MANUFACTURER..WINDOW 09.160.0IFFICULT ROOF COVERING Kraft faced insulation,6 1/4"(R-19) All costs are for good builder quality by professional painters. WALL DIMENSIONS ARE TO SIZES SHALL BE VERIFIED BY THE GENERAL Difficult roof covering,tut up with 17.00b.Kraft faced insulation, 10" (R-30) 1 GOAT THE EXTERIOR OF FRAMING CONTRACTOR PRIOR TO ORDERING.THE WINDOW valleys and dormers,Metal drip edge 17.035.FIBERGLA55 BLANKET Specifications that call for"1 coat"assume ONE of the followin ..^^ MANUFACTURER SHALL PROVIDE THE ROUGH 09.610.FLA5H ROOF Y! UNLESS OTHERWISE NOTED. Stapled to open framing or laid flat conditions:Factory applied prime coat or Prime coat W OPENING SIZES. Plash gable roof to wall with stepflashing,on wood LUMBER COMING IN CONTACT between ceiling joists on installed drywall. spray-applied during wall and ceiling first coat application a.GLAZING CLOSER THAN 18"TO THE FLOOR AND sheathing 24.723.WALL WITH CONCRETE OR Kraftback R-13 3-1/2"blanket insulation Smooth finish taster or plasterboard,painted o EXCEEDING SIX(b)SQUARE FEET IN AREA MUST BE Flash roof,aluminum MASONRY SHALL BE TREATED TEMPERED. 09:b30.FLA5H ROOF 18.030.BLUEBOARD p p p " ed TO A MINIMUM OF 40 G.G.A. 1/2"blueboard nailed or screwed to wall SET-UP&GLEAN-UP b.EMERGENCY EGRESS,SLEEPING ROOMS SHALL Valley flashing, wide,Aluminum 180405KIM GOAT PLASTER Painting and staining costs on every w Z ALL LUMBER IN CONTINUOUS HAVE AT LEAST ONE(1)OPERABLE W W INDO OR 09.700.ALUMINU . . M OR VINYL GUTTERS& page include set-up and clean-up time. N CONTACT WITH THE GROUND EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS DOWNSPOUTS Skim coat plaster on blueboard H SHALL BE TREATED TO A OR RESCUE. A REQUIRED WINDOW 19.030.BLUEBOARD SURFACE PREPARATION MUST BE Aluminum 5"gutter and downspout system. An average amount of surface MINIMUM OF:60 G.G.A. OPERABLE FROM THE INSIDE WITHOUT THE USE OF with baked on white enamel finish, 1/2"blueboard nailed or screwed to ceiling preparation such amount caulking,filling ALL FRAMING LUMBER TO BE SEPARATE TOOLS,AND SHALL CONFORM TO THE includingaccessories 19.0b0.5KIM GOAT PLASTER and sanding is included in all exterior W ti i T FOLLOWING: 09.740.ICE DAM BARRIER ape existing gypsum board and apply #2 OR BETTER OF OR and interior painting and staining. I.THE SILL HEIGHT SHALL BE NOT MORE THAN Ice and water shield 3b wide,rubberized material lime putty plaster finish. EQUIVALENT,UNLESS NOTED SCAFFOLDING OTHERWISE. FORTY-FOUR(44)INCHES ABOVE THE FINISH FLOOR. placed under starter course and in valleys 20.004.INTERIOR MOULDINGS All costs are for 1,2 or 3 story buildings,and cost of erecting W ii.THE WINDOW SHALL PROVIDE A MINIMUM NET 09.781.RIDGE VENT Pine,clam,ranch or colonial base and dismantling scaffolding Is included.Pick-up,delivery and EXTERIOR AND INTERIOR g 9� p. RJ CLEAR OPENING AREA OF 33 SQUARE INCHES WITH A Continuous roof ridge vent with louvered side openings 5 1/4"base trim rental of scaffolding is NOT included. ..^ MATERIALS AND FINISHES TO V BE DETERMINED BY OWNERS. RECTANGLE HAVING A MINIMUM NET CLEAR OPENING Vinyl colored ridge vent 20.210.CLOTHE5 GL05ET TRIM SPECIAL EQUIPMENT BUILDING PERFORMANCE DIMEN51ON5 OF TWENTY(20)INCHES BY TWENTY 10.001.FA5CIA 24"to 30"deep,fully trimmed as follows: Rental of special equipment such as spray guns,etc., HEAT L055 CALCULATIONS FOUR(24)INCHES,IN EITHER DIRECTION. IF A Tight knot pine,fir,spruce or hemlock., 1"x 8" 3 1/2"base and shoe is NOT included in costs. SHALL COMPLY WITH DOUBLE HUNG UNIT 15 USED THEN SUCH hemlock fascia #2 pine hookstrip QUALITY DIMENSIONS SHALL APPLY TO THE BOTTOM HALF. 10.021.TRIM 12"particleboard shelf All costs are for good builder quality by professional painters. REQUIREMENTS OF REGIONAL Wood crown mould,flngerjoint,NOT primed 4 1/4"trim 1-3/8"clothes pole and clothes 1 GOAT AND LOCAL CODES. 4.DIMENSION 5TANDARD5.UBED WITHIN 10.032.5OFFIT pole sockets Specifications that call for 1 coat" PORCHES NOT INCLUDED IN DOCUMENTS ARE A5 FOLLOW5,UNLESS OTHERWISE Tight knot pine,fir,spruce or hemlock NO framing,wall covering,door or door trim assume ONE of the following conditions: O W LIVING AREA. NOTED: 1"x 10"hemlock soffit Clothes closet trim Factory-applied prime coat or Prime coat ALL EXHAUST FAN5 TO BE a.EXTERIOR DIMEN510NING AT BUILDING CORNERS 10.07 W 0.RAKE 20.502.MAIN STAIRWAY spray-applied.during wall and ceiling V VENTED DIRECTLY TO THE REPRESENTS AN OUTSIDE OF STUD DIMENSION. Pine or fir rake and rake mould,1 x 6 Stairway up or down to living area.Shop built, first coat application B.EXTERIOR DIMENSION @ WINDOYV5,AND DOORS 10.300.W W OOD POSTS delivered to 24.751. ALL AND CEILING MOULDING } Z EXTERIOR. REPRESENTS CENTER OF ANOTHER OPENING,OR Solid wood posts on existing footing, Base,ceiling moulding,chair rail or ALL PENETRATIONS OF THE P 9 g. job,installed by carpenter Oak treads and risers WE O W to other trim up to 6"(if same color and r- BUILDING ENVELOPE SHALL THE OUTSIDE OF THE STUD. up to 8'-0".Rusf resistant nails are Starting newel a 1— J o c INTERIOR DIMENSIONING AT STUD WALL5 included in all deck installations. Birch handrail with easement and newel cap finish as wall or ceiling,Include in o BE SEALED WITH CAULK OR p wall or ceiling estimate),painted [n 7 Z — '' REPRESENT.A DIMENSION TO THE SIDE OF THE STUD. 4 x 4 Pressure treated posts Oak balusters, g FOAM. d.INTERIOR DIMENSIONING Q STAIRS REPRESENT A 10.321.WOOD BEAM OR HEADER 4"OG 14-16 Risers Main stairway,One side open 24.502.FLUSH OR PANEL DOOR W ?:O of ALL COMBUSTION DIMENSION TO THE FINISHED FACE OF THE STAIR. Solid or built up on existing supports. 20.520.GELLAR STAIRWAY All sides and edges,including jamb -1 LU Q APPLIANCES WILL BE VENTED Pressure Treated Lumber Stringers and treads Of 2 x 10 fir,open risers,2 x 4 handrai,,aand interior and exterior trim —.1 3, DIRECTLY TO THE EXTERIOR. '24.301.CONCRETE PORCH FLOOR 5.STRUCTURAL HEADERS AND BEAMS SHALL BEAR Rust resistant nails are included in Cellar stairway-bulkhead area FLUSH ENTRANCE DOOR _ W m FURNACE FIREBOX SHALL ON THE FOLLOWING: all deck installations. Z O Q 20.570.FOL DING STAIRWAY All sides and edges,including jamb and interior and exterior tri V Ll HAVE OUTSIDE COMBUSTION a.DOUBLE HEADERS SHALL BEAR ON 4X4 POSTS 6"x 8 wood beam or header g g j it AIR SUPPLY PURSUANT TO B.TRIPLE HEADERS SHALL BEAR ON 4X6 PO5T5 Disappearing stair wood up to 10'0"floor to floor,26"widg5Glean-u 10.331.DEGKJOISTS Foldin stairway P REGIONAL AND LOCAL CODES. c.STEEL BEAMS SHALL BEAR ON 3 YDIA.STEEL Including ledger bolted to building, g y Place rubbish RUBBISH PIPE COLUMNS(UNLESS NOTED OTHERWISE).. 20.510.ATTIG STAIRWAY Place rubbish In 30 cubic yard dumpster ADDITION BUILDING AREA joists doubled at all sides,joist Between two walls,housed out pine stringers,1-1/8" furnished,placed,pulled,dumped and v FOUNDATION FLOOR d.LAMINATED VENEER LUMBER(LVL)SHALL BE hangers,with pressure treated lumber, w (UNFINISHED)- HANDLED AND INSTALLED IN STRICT ACCORDANCE 16"OG: Rust resistant nails are pine treads,5/4" returned by others,including dumping WITH THE MANUFACTURERS SPECIFICATIONS. pine risers,fir handrail bracketsshop built and delivered to and return,if appropriate)of dumpster O Included in all deck instal x 8"joists �15T FLOOR- 1 job by of 26himney � 2ND FLOOR Redwood 1': stairway to basement Chimne Base Dimensions: ATTIC FLOOR- b.BEARING PLATES SHALL MATCH OR EXCEED THE Redwood 1"x 10"band 22.040.MIRROR .04Gonc ete 16 WIDTH OF ALL BEAMS THAT BEAR UPON THEM: 10.365.DECK 5URFAGE 04.214.POURED CONCRETE WALL SHEET# ATTIC ACCESS SHALL BE: Mount wall mirror,1/4"thick with polished edges Deck laid diagonally;1/4"spacing In existing excavation on existing concrete footin s A MINIMUM OF 22"X36 7.'ALL DUCTWORK AND HOT WATER PIPING SHALL BE 23FIo-One a each bathroom g 9 9 Rust resistant nails are included in all deck installations. Set u re-built 2'x 8'sectional THERE SHALL BE 30"MINIMUM INSULATED:AND,WHERE NECESSARY,A VAPOR Red cedar decking,5/4"x 6" 23FIoor Covering P P CLEARANCE AR OR ABOVE BARRIER FOR THE DUCTWORK TO PREVENT 23.303.CARPETING forms(25%damage to forms included in materials costs) 10.412.5TEP5.TO DECK Carpet floor,including pad and carpet Cutouts for beams,vents,basement windows,etc. THE OPENING. CONDENSATION. 2"x 12"stringers,two 2"x 6" 6 bag concrete mix poured by chute LOCATED IN A HALLWAY OR Vgater.UNDERLAYMENT per tread,open risers,concrete into forms from transit mix truck Strip and clean forms OTHER READILY ACCESSIBLE 8. WRITTEN APPROVAL FROM ENGINEER SHALL F bottom tread on ground,4 ft.wide step. Water resistant 1!2"thick backer board underlayment for Hand rub walls where required LOCATION SUPPORTIOBTAINEDNG G ME TO DRILLING AND NOTCHING OF Step railing NOT included In cost ceramic file floor, Wall Height Above Footing 10"concrete wall,96'Height SUPPORTING MEMBERS. Rust resistant nails are included in including thin set mortar,joint tape and galvanized screws all deck installations.Red cedar steps Underlayment; 1/2"water resist board ,- a, k. fa � » � 1 - e ., „ .. .. .. FOUNDATION NOTES: ., �.. 39,_0„ .. ... �_ c 1)3604.1.3 DRAINAGE: SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM 13'-9" - 4'-�"—'� 20'-8" O o ..SEWER GONVEYANGE.OR OTHER POINT OF COLLECTION OR AWAY FROM'THE � 3 .. . FOUNDATION SYSTEM TO AVOID CREATING A HAZARD. FINISHED GRADES ..SHALL BE ARRANGED TO DIRECT SURFACE WATER AWAY FROM ALL f ——— MAINTAIN 8"FOUNDATION WALL � c FOUNDATION WALLS. " - EXP05UREABOVE GRADE-ALL s' .: Provide new Type G Bilco bulkhead I ° I OVER Pier foundation: Excavate for pier � m ��� 2)TABLE 3604.].4 LOAD-BEARING VALUES OF FOUNDATION MATERIALS with:l8"-2'extension(dependingloh foundation to.a.depth of 48" � 0 2'm r- -THE LOAD-BEARING VALUE OF FOUNDATION MATERIAL SHALL BE 3,000 grade). Verify in field exact extension below.grade;to support new. 0 9,r,m (POUNDS PER SQ.FT.) � size need prior to ordering. Drawing � 4`1,. deck;Attach 12"sonotube Z � �.4 � ' concrete iers lumb to level 8" � '^� ��� 3)3604.2.2 CONCRETE: MIN:SPECIFIED COMPRESSIVE STRENGTH OF "r depicts scenario-18"extension. ,- p p Z ,fl _..o� CONCRETE TO BE 3,000 P51. THE MIN.COMPRESSIVE STRENGTH OF Install per manufacturers instructions minimum above finished grade: � x Q�?kn o I I ;� Backfill pier forms:with excavated � O m�°��"' CONCRETE FOR THE GARAGE FLOOR SLAB TO BE 3,500 P51. m material afterinspection-typical O o °' ° m 4)3604.SFOUNDATIONDRAINAGE -------------� I-- — --------- ------- m v ����u_ r— U P <: DRAINS SHALL BE PROVIDED RROUND ALL CONCRETE OR MASONRY � � _ '` FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPAGESiOGATED BELOW r——— -—————————� 1_——— —— � � ENGINEER GRADE.. � - - _ :. '... Eaglrwbrt�rg Sdulfon¢ ,� I I I I � ,�mad 8 Sb„cu� 5)3604.5.2.1 BASE: A POROUS LAYER OF GRAVEL,GRUSHED STONE OR: � in = COARSE SAND SHALL BE PLACED TO A MIN.THICKNESS OF FOUR INGHES UNFINISHED BASEMEPIT —3 7 � UNDER THE BASEMENT FLOOR � 39 Main Street,Suite 301 1110 5Q ft I I Ayer,MR 01432 s � 978-772-1590 ext 17 b)3604.5.2.2 MOISTURE BARRIER: A 51X-MIL THICK POLYETHYLENE MOISTURE 4"basement slab reinforced with BARRIER SHALL BE APPLIED OVER THE POROUS LAYER WITH THE BASEMENT � J fiber mesh(equal in strength to FLOOR GONSTRU.GTED OVER THE POLYETHYLENE. ;� reinforced wire.mesh-4x4- � - I I m Provide 2'x2'x1' 7):3604.10 FOUNDATION ANCHORAGE: WALL SILL PLATES;MIN.OF TWO- m w2.9xw2.9 u.wF)on b mil Vapor.. I concrete footings INGHES BY FOUR-INCH MEMBERS,SHALL BE SIZED AND ANCHORED TO barrier for posts- FOUNDATION WALLS AS REQUIRED TO RESIST WIND UPLIFT ANCHOR BOLTS 4"gravel fill compacted under SHALL BE A MIN;DIAMETER OF 1/2". THE BOLTS SHALL BE EMBEDDED IN _ ,, FOUNDATION TO A DEPTH OF NOT LE55 THAN EIGHT INGHES OF CAST IN PLACE GONG.AND NOT LE55 THAN 15 INGHES IN GROUT UNITED MASONRY. n m � . 8)FOOTINGS:FORM FOOTINGS iNITH"KEY"SLOT IN TOP OF FOOTING FOR I w w FOUNDATION WALL. __ I I _ I I __ � Q 9)FOUNDATION-FORM AND POUR 10"WIDE FOUNDATION WITH 1/2"L- ~ ANCHORS AT FOUR FOOT CENTERS;STARTING IN FROM CORNERS ONE:FOOT Detail 1 � a, OR LE55. A3 �.. s ELECTRICAL,PLUMBING, UP � - � m Q 40)SLAB:APPLY FOUR'INGH BASE OF GRUSHED STONE IN PROPOSED AND GABLE SLEEVES FOUNDATION AREA: PLACE FOUR INCH CONCRETE SLAB FLOOR,REINFORCED LOGATION5 TO BE :.. WITH FIBER MESH'.(EQUAL IN STRENGTH TO REIN.WIRE MESH-4X4- �, � DETERMINED BY GENERAL _ W2.9XW2:9 WWF);. �I i CONTRACTOR -i I 11)NO UNSUITABLE MATERIALS;SUCH AS ORGANIC MATTER,TREE STUMP51 I J 2,_1"►I ', CIMBS,CONSTRUCTION DEBRIS,SHALL BE PRESENT UNDER THE FOUNDATION _. FOOTPRINT AREA:'THESE MATERIALS'SHALL BE'REMOVED AND REPLACED � -" WITH COMPACTED GRAVEL HAVING 4000 PSF MIN.BEARING CAPACITY. -—— —————— ——————————— —— - -1 I I: I I I I I ... ... � .. .. Gaskets or caulking .. aboveabela„dmwiat 10"Poured Concrete � (nab sill Pla[e- walls with a 10x20 eont. tO W Ros-Pr .. �. CONCRETE � footing-typical = I � I V. nl2rb Pmaaum-tmaled � o FOUNDATION FOR z ir4 ene�ea�agrao.PL�iaadaubfloor o FIREPLACE ABOVE- 1 a �a,���anstNcxan®,b'O.G.+ � °. I 5'WIDE y ——-� q � Z. 4n 9 tn'�11 l i®ie•o.c en .. i— �(O� W Sealant under shoe. R 191nsulatl b Oueen � py �/• ��� r � �� .. fl III 911t iM - � � '.' 1 ' ---------'--� I m d z _l coov .. av ra ae�bn my aide . .: of I latlon } - Sbpe eva hom well .rr .. O � r' o �� : ._• ,1, z,O � '. M b"PER 10' � l•e Gasket or sIn'seal malarial. �7'-PJ T'-8 ... 7i-�J" — Mi anger aui late I —— —— .. .J' a. W � � H. � P � ,� >o .. "' '51B DIA.IxJ 10"entltor .^ '... .. i � o. .r '.:: '..bolls®9'OG. eleb In '. , t � v7 W S .;'I xs Rebdr 25'-�� 14,_0,� z O Q `l 10't:onrMeFbundalbn wMb3 : • :.' �- - � v ::. I sera of DamPGroofln9 Cer ... � � Q . seetani xregwrea �� - � .. - .. .Fun nsec '�_' ..39,_p., .. - � .. .. c . ... dePlb Fllterfnbrk .. °"P - 4"Goncrele Sbb - - � - - .. '.: '.'. ::'. .,°� vapor reamer WALL TYPES. v .. .. .. oxen 11`n Lll � ,e P o.. ... _ FOUND,hTION PLAN ,�" __ "S Rebar 2X4:5:TUD EXTERIOR WALL W/LAP 51DIN6 . .. Granulm raPllley break .. . .. '.and dmina0e Pad(no . :. 1]'Y24"t:onuete footlrig- ]4 ., ''flee) .. .. .. : . 5HEET# �P LonL]XAke�uey 2X4 STUD EXTERIOR WALL W/SHINGLE SIDING : FOUNDPtTION W1�LL DETAIL DETAIL � 2X4-STUD INTERIOR WALL A3 NOTE:FOUNDATION TO BE 4'MIN.BELOW FINISHED .------ -------- - �3 EXTERIOR GRADE FOR FR05T PROTECTION = '' ' 10"CONCRETE FOUNDATION WALL DOOR AND WINDOW NOTES: .. 12.010.5UB5TITUTE CA51NG5 I t Z Where substitute door trim is specifled,add the costs shown t2'-3" 101- here to amounts — .Z shown on the following pages for exterior and interior door e'-3" 2 T- installations.EA=Each side of door opening 3-1/2"casing 3-0 door D DEGK V � 12.015.GA51NG WITH BAGKBAND $ 3/4"x 3 1/2"flat casing with 11/16"x 1-1/16"backband EA 23 sq R 3 m r Each side of door opening ry 2'm Casing with backband 6-0 door J I? �,2 Z o m t 2'-0" I : 1n 12.031.DOOR WEATHERSTRIPPING �O BATH / 4 0) "< I`O Interlocking weatherstripping on 3-0 x 6-6 door on wood floor, a Vq o } Z o I Including threshold Weather stripping In o 15-8" o 1"o 12.033.DEADBOLT LOCK ? In 9-Q N Outside key,thumb turn inside,single cylinder Premium BEDROOM n KITCHEN V O o °' i� quality deadbolt o ,wo, 129 sa R 20osae �'L 12 237 DOUBLE FRENCH1 3/4 fir In ulated glass Field hung Exteriorframe with 4,-0„ � ER ENGINEbrick moulding 3 pair 4 1/2'x 4 1/2"butt Oak sill, ^ c5 a" wo E"9'"°°"g8a 2 1/4"interior casings,Keylock and deadbolt,15 light grille. a I `° ""°8 °°'6-6 x 6-6 french double door 12.431.ALUMINUM STORM/5CREEN COMBINATION DOORS o2 02LLA123q Main Street,Suite 301 1"aluminum frame with tempered glass&screen inserts, �t1 l Ayer,MA 01432 4'-3" 3'-T'weatherstripped,kick panel,all hardware,closer,6-8 or7-0CLOSET CLOSET o 978-172-1590 ext 17 13 sqR -----—------------- highx2-6,2-8,2-10or3-0wide,2glassinserts and N n 15sgR 15-2 68saR ---------------------- 2 screen Inserts.,White aluminum storm door 9 J g 02 oz —P 36/Dal high railing 12.533.PRE-HUNG DOOR i—7 Interior 1-30 door,Stain radejamb,2 sides casing 2IIz^►� L2 1_ n Z Privacy lock @$10 2 6 x 6 8 Pine,2 Panel door GL. oz 1 W 12.300.ENTRANCE DOORS,METAL m 10sgR 3 5^ side J 1-3/4"thick,Foam core,steel clad,Exterior wood frame e UP FAMILY-flat ceiling area 1-5116"x 2"exterior brick moulding;1 1/2 pair 4"x 4"butts 21068 Aluminum sill,magnetic,weatherstripping ? W01 o 1bb sa BEDROOM W 2 1/4"Interior casings,Entrance lock 136 sa R 5-t 1 w O O I Single cylinder dead bolt, 2-8 x 6-8,Flush metal entrance door 1 ENTRY .O 12.326.17IREGODEbo F Q q0 minute steel door and frame assembly,"B"rating 6 panel Z 3-0 x 6-5 firecode metal door from bulk LL _ 12.326.5ilco steel bulkhead t2-q 13.610.Double HUNG --- ------------------- Vinyl frames and sashes,Insulated glazing w s Removable or tilt bottom sash.,5teel balance springs tv 0 Locking hardware,Insect screen on operable sash FAMILY . m =} - Drywall return to jamb,Wood stool and apron 6'8" 6'-a" a'-o° Cathedral Geilina vinyl DH window-varies sizes o 142 sa k 13.545.HALF ROUND b o Primed wood exterior sash frame and vinyl covered frame and DECK b brick moulding,Insulated glass,2 1/4"interior arched casing 251 sa R Stool cap,half round window-family room 3 te p dawn 13.461.VENTILATING SKYLIGHT Install during new construction 24'- " n was m a W over prepared openinglnroofTophung _____ 5tepdown_________ ______ _______ _-- Aluminum clad wood frame skylight W < Insulated glass,Insect screen Flashing Hardware Soffit and sill drywall,taped and finished,NO painting } Z a/ 21"x 35"skylight with flashing system T`0., ll l l!l 13.470.AGGE55ORIE5 r- Telescopic manual rod to control venting of out-of-reach ventilating Q J o skylight: 2'-4" 14'_0" toZ Z } � 13.471.ACCE55ORIE5 W — Electric window motor control �~,. W �. ..^ - DOOR SCHEDULE �_- 1'<'S�"`Yrr�'x 4 t r -*•� ._ ..; W YI W } FIRST FLOOR PLAN Z � NUMBER - OTY IFLOOR WIDTH HEIGHT(DESCRIPTION MANUFACTURER!COMMENTS +• i - a/i: D02 1 1 26' 80' 82-WHITE L i ' 0 Doz 8 1 30' 80' 82-WHITE SPECIAL NOTE: �2 ® szy t- D03 1 1 34' 80' EXT.1515-WHITE ALL INTERIOR DIMENSIONS ARE i° `; 0 D04 1 r 3s eo" ExT.5o1s-WHITE FROM STUD TO STUD D05 1 2 24" 76' BIFOLD 82-WHITE Dos 4 z 30' 80" 82-WHITE I ALL EXTERIOR DIMEN51ON5 ARE TO , .= t Q v WALL TYPES STUD TO STUD L ALL WINDOW AND DOOR 51ZE5 TO BE VERIFIED PRIOR TO ORDERING. . 2X4 STUD EXTERIOR WALL W/LAP 51DING a p r ... .. WINDOW SCHEDULE NUMBER OTY !FLOOR R/O DESCRIPTION MANUFACTURER COMMENTS i w01 3 1 34X57112 DOUBLE HUNG HAREY VINYL NEW CONSTRU.WINDOW 2846 2X4 STUD EXTERIOR WALL W/SHINGLE SIDING SHEET# W02 2 1 26X49 112 DOUBLE HUNG HARVEY 20310 1 NEW CONSTRUC.VINYL -` - - ' , W03 .1.. -1- 26X49 1/2 -DOUBLE HUNG HARVEY 20310 W04 ..1 1 99 3/4X59 MULLED UNIT HARVEY 204D46-20 VINYL NEW CONSTRUCTION W05 - -1 1 51X191/2 FIXED GLASS-AT HARVEY HALF ROUND VINYL NEW CONSTRUCTION 2X4 STUD INTERIOR WALL W06 1 7 671/4X59 MULLED UNIT HARVEY 2846-2 VINYL NEW CONSTRUCTION W07 1 11 58 1/4X49 112 MULLED UNIT HARVEY NEW CONSTRUCTION VINYL 24310-2 }-+r- 1.; -t d WOB 1 1 521/2X36 TRIPLE CASEMNT-LHL/RHR HARVEY 153-3 VINYL NEW CONSTRUCTION ERIFY WIDTH * ♦.j.,��'\ a � -�^ ' —— W09 3 12 34X57112 DOUBLE HUNG HAREY VINYL NEW CONSTRU.WINDOW 2846 ,. / . . • °. a:, 1,-,.. - A�4 W10 1 2 3UX491/2 DOUBLE HUNG HARVEY 24310 NEW CONSTRUCT.VINYL W,1 , - 1 °oa41rs DOUBLE HUNG �ursveY zaslo - ________ _______ W12 2 2 35X59 DOUBLE HUNG HAREY VINYL NEW CONSTRU.WINDOW 28 46 w+3 3 0 321/4X153/4 I HOPPER FIRST FL. DOLLHOUSE VIEN 10"CONCRETE FOUNDATION YVALL SPECIAL NOTE: O ALL INTERIOR DIMEN51ONS ARE FROM STUD TO STUD 2 PLUMBING NOTES ALL EXTERIOR DIMEN51ON5 ARE TO STUD TO STUD s � m �rrdZ1 14.011.5EPTIC CONNECTION 5Al2g o.0 cq m Excavate 39'-0° Z tn u; Lay pipe from house to tank and a'-i' 1a'-o" r-6' b'-1r '� Z Ln 7 connect at septic tank Backfill x 2 o 6" PVG septic connection (� °8'_1 5'-11" 2'-11" 4'-I" m y`o n 14.020.1/14ATER CONNECTION 19'-6" 19'-6° m V Z.)_U U_ Excavate and backfill trench r------ ———— --- --� —_ ---- —_----� - ------- ---- ---- - Connect at property line I — r — ENGINEER Connection fee NOT included 1 —3-9 BATH 4-11 2 0 1 La 1"copper pipe fromproperty "`""°85b° •• y pP p p I I CLOSE-• oO 5a sa R I - _ I = I line to house Backfill o ATTIC 22 5q ft� �,� ATTIC � o Water connection m 23'-2' O - s 51 sq ft n o 39 Main street,suite 301 Ayer,MA 01432 14.040.WELL LINE CONNECTION I s- ' i,_2„ 6176-712-159oext 11 1 Plastic line placed in trench os os from house to well r' 2'-z"►I Line installed in well to depth I �� os 2 os 1 10-10" of well o o Electrical pump line installed I HALL (L in same trench �4 ft Well line connection a = WE wos- sEDROOM-——- 14.105.ROUGH-IN HOUSE a - �---- - ---- —�— ------- - "� � � 0 Hot and cold supply pipe 3/4" 9 s s o9 e -1 copper tubing o I 1a- ' o L J Drain pipe 4"PVC DWV piping,from ILL central location in house to outside Soil stack 4" PVC DWV piping, one 1 ! Z soil stack for each bathroom, kitchen or other fixture area Vent piping,2" PVC DWV for each 1 W fixture area, including through I a I ATTIC 1 �- 1 ATTIC I� � -' 1 ;� ATTIC-unflnlshed roof installation and flashing 1 34 sq ft I 39 5q ft 1 i I in 136 sa e Number of Fixture Areasru 2 story plumbing rough-in,4 areas 14.400:AII bathroom fixtures i- _ bathroom fixtures-lump sum allowance 14.212.GA5 WATER HEATER 1 Y f] to Direct vent or sealed combustion 2'-a° 2'-1" Z % unit OLT _ Dedicated metal exhaust vent or 3-2" O LLl 7- PVC supply/exhaust piping 39-o• a' S li ht �= 5 li lat 2_e 1 In H J r 50 Gallon gas water heater 9 I g velux F5 fixed m Q o 14.231.HQ5E BIBS I skylight-Model tu 1r, Z m --m --- 21 J OL O W Q Two frost-free bibbs m 14.011.5TAINLE55 STEEL KITCHEN 5iNK,18 GAUGE I � — I — � I 21 1i2'`x383/8" W � � . 33"x 22 --- No.of bowls:2 _ Z Q o Bowl depth: Left8", Right: b" SECOND FLOOR FLAN Self.-rimming WALL TYPES 1.polished chrome cast brass"P" trap - — - Q 1 polished chrome strainer w/basket w 2X4 STUD EXTERIOR WALL W/LAP SIDING Steel kitchen sink, double bowl. � 151-leating and.Cooling 2X4 STUD EXTERIOR WALL 1N/SHINGLE SIDING SHEET# 2X4 STUD INTERIOR WALL — ———————— 5 10 W CONCRETE FOUNDATION ALL A1 Continuous ridge vent 12 12 Z 10.003.05 FASCIA OR FRIEZE 12 12 O o #2 pine,spruce,hemlock,fir... 10 10 10 10 13 1x5 Azek trim-windows/corners - 2 11 Sidings Flash gable roof with step -` V c 11.410.RE5TORATION VINYL SIDING flashing,on wood sheathing ® ,�12 12 r s Solid horizontal PVC vinyl siding. j� 10 0 ��� #15 felt paper, ,n Smooth oirwood grain fiberglass O O - or fir)#2 pine o � Cn All accessories,including starter ahin le on 1 # edge W09 W09 W05 _ Z o o y o strip,J-channel,utility or roof shingles on 15#felt � ° undersill trim,4 piece outside paper. P 9 LIN corner(two 5"smooth corner post _ (� Q m M- .. lineals),1 piece inside corner post,window and door surround 5"aluminum OG _ Cultured stone V LL (3-1/2"smooth lineal)rake and Window and door t gutter and downspout - - chimney ENGINEER NOT included are so 10 fascia, system ® ® ® c.clay flue liners rim DOS e�9mocn�ssm w�• vinyl siding-perfection shingles ® +@�8 m 11,401.ALUMINUM SIDING Vinyl shingles ® .024"thick horizontal aluminum on#15 felt paper WO6 ® W04 - 39 Main Street,Suite 501 siding ®�® Ayer,MA 01432 #15 felt paper Deck surface- 9 18-"1"12-1590 exY17 All accessories,including starter, - Maintain min.8" strip,J diagonally laid channel,utility or concrete foundation . red cedar decking undersill trim;one piece inside 5/4"x 6" exposure all over :and outside corner post NOT included are soffit,fascia, Pier foundation: Excavate for pier � 1 rake and window and door trim foundation to a deP th of 48" W 8"double 4 aluminum siding i , , ; , , , below grade,to support new deck;Attach 12"sonotube Metal drip edge I L 1 L , concrete piers plumb to level 5" Q. 09.b10.FLA5H ROOF minimum above.finished grade. w Flash gable roof to wall with Backfill pier forms with excavated stepflashing,on wood sheathing material after inspection typical F Flash roof,aluminum 09.630.FLA5.HROOF r - ---- ---- --:- -------- ------ i- --L- .,---- Z W Valley flashing, l8"uiide,Aluminum _ ------------ -- ---------=----- --- ---- -------- ----- 09.700.ALUMINUM GUTTER5 x PROPOSED FRONT ELEVATION DAL J DOWNSPOUTS -- W Aluminum 5".gutter and downspout system IL with baked on white enamel finish, including accessories Aluminum gutters/downspouts 09.940.IGE DAM BARRIER Ice and water shield 36"wide, rubberized material placed under _ starter course and in valleys Ice dam barrier _ 09.781.RIDGE VENT .continuous roof ridge vent with - t y10 Ll W louvered side openings W 13 Vinyl colored ridge vent < 10Exterior Trim,Decks 10.001.FA5rIA - - Z Tight knot pine,fir,spruce.or hemlock. W W 1"x S" hemlock fascia ltl 1.- —1 r o : 10.021.TRIM . ED d.Z — Q. Wood crown mould,fingerjoint, W._ - - - 4 1/4"OT.p.trim ed - D04 10 032.5OFFIT W11 W ~ Tight knot pine,fir,spruce or hemlock. _ W01 _ W N F 1"x 10"hemlock soffit W06 V r (3 o 10.6-70.RAKE .Pine or fir rake and rake mould, 1 x 6 - - Ll v Grade � O Pier foundation: Excavate for pierCL foundation to a depth of 48" Provide new Type G Bilco.bulkhead below grade;to support new with 16"-2'extension(depending on deck;Attach 12"sonotube grade). Verify in field.exact extension 5HEET# - - concrete piers plumb to level 8" size need prior to ordering. Dr#ing. .. minimum above finished grade. depicts. scenario-15"extension. . Backfill pier forms with excavated Install.per manufacturers instructions L_ J material after inspection-typical i - --- --- -------- --- -- ----r-- ---- ----- ------ ---- --- , - -- -----L---------- -I _ :..-----' ---- -r Ab _ - _ PROPOSED REAR ELEVATION - 12 f� Detail 3 1 Al Detail 2 0 6 Al16 0: F- 12 ® rz s 51mpson Stro g T1 PT BALUSTRADE - 10 m r BL52-2/4 OR 5C52-5/6 SYSTEMURAL RAIL 12_ Velux F5 fixed: iR. ry 9 m -INSTALL PER rf 10 light-Model 2. uj to J015T MANGERS MANUFACTURER5 WO9 !- — 104 .^ Q L& INSTRUCTIONS I �1/ "< FLASHING TUCKED 1 WE OR CORRECT 21 1/2�rX38 3/8" ` z z o y L r IN.UNDER 5IDING AND DECKING-FINAL - in O WRAPPED OVER DECISION MADE BY O to Z LEDGER OWNER O O N O STEP 2"%b"PT DECK m (L LL DOWN b' JOIST5 1/2"die.lag bell,ledge, I hs[ened to TRIPLE TREATED' -d2X1 H,, ledger t 16"OC,d'g 2X6 BEAM WITH .and dm board®16'OL or METAL BRACKET: ENGINEER laboard®160L aria le bring stud ,P En9aaKIa $dYlbnD 4x4 PT POST � • fm La B BQIIfi1Ur6a • .4•.-0 ri WITH METAL .. FLOORSY5TEM POST PAN ITYP.) WO1 GRADE W01 39 Main Street,Suite 361 15T FLOOR WALL �-- !- -- - Ayer,MA 01432 4118-772-1590 ext 17 ANCHOR BOLT 4d" 12'POURED CONCRETE. 44 - i I I I O .. I. Pier foundation: Excavate for pier 'i foundation to a depth of 46" eMUM below grade,to support new Z D aeao ea l DECK DETAIL ATTACHED -J deck;Attach 12"sonotube �J O D6tal� TO WOOD 1NALL concrete piers plumb to level 8" LU minimum above finished grade. -1 ._ .: Backfill pier forms with excavated li-- 5lmpson Strong-Tie- - .. A544 OR ABbb r'___ -------------------------I,.---____- I, material after inspection-typical - ---------------------------------- _J---___----------J PROPOSED RIGHT ELEVATION w w Continuous ridge vent J Detail 2 Asphalt or fiberglass 12 A7 Vinyl Siding-new vinyl roof shingles on 15#felt 3 siding all over paper.w/5"metal drip edge - 1/2"COX Sheathing 12 MAIN NOOSE- Moisture Barrier - 12 10 Vinyl la siding 2ND FLOOR _ _ _ - 10 y p g 0 W W12 on#15 felt paper v Z Alum.Flashing - < <:. - Plywood cut 2"back to - - - - - Z - - Blocking Board�� - allow airflow - - - 5"aluminum OG W W _ gutter and downspout Q J 0 _ - _ _ - system m < Z N to } 1/2"ridgevent. - - - ® ® —1 �:~ W Q (under) Vg0'7 -J f Ledger Board - - -- - �-----� � W W021 2X10 ROOF _ _ _ _ _ W02 _ Z C3 Q RAFTERS Deck surface- � o had Cedar decking � 5Y4"x 6" 1 t- - 1 v W W 13 -, - -14i p in.below grade 16 DETAIL2 . 15T FLOOR TO YVAL.L RAFTER DETAIL i SHEET# AT No scALB Concrete foundation supporting fireplace and chimney above. The outside of the fireplace and I , I chimney to have cultured stone applied. Install per A7 manufacturers instructions ------------- ---------------------------------- A07 I�--------------------- ------- -I------ -', PROPOSED LEFT ELEVATION _I____________J CABINET SCHEDULE Z C UMBER O FLOOR DIMENSIONS DESCRIPTION COMMENTS 1 " O C 01 1 27X22X32" ...BATH CAB CAB O 02 1 1 36X36X36" KIT:CRNR CAB CAB V 03 1 1 24X24X30' KIT.CRNR WALL CAB 04 1 1 11504736" KIT.CAB CAB - --- I--- .- --�. FO3 .____O6 3 1 24X24X36" KIT.PENL ABBCAB -� I !�q G ^I� 11 !07 -1 1 18X24X36" KIT.CAB CAB C 11lam.I J L �\O8 1 1 21X24X36" KIT.CAB CAB GB7 m r- 09 2 1 24X24X36" KIT.CAB CAB A06 BATH m mr-w 10 1 1 36X24X36" - KIT.CAB CAB I 1 p �•1 "�m11 1 1 15X12X30" KIT WALL CAB 02 C 4 C10 Co.7 Cog O Ln 12 1 1 18X12X30" KIT WALL CAB = Z ' 13 1 1 121X12X30" KIT WALL CAB 56 sq ft Q:-. G < Q 1T 14 1 1 130X12X15" KIT.WALL CAB- Ao8 0 ' C05 •'9 15 1 1 33X12X30" KIT.WALL CAB - - Z -"O 16 1 1 36X12X16718" KIT.:WALL CAB - 1 CI-a11 x yN,I!1 iO _ J G/ O O•a`In O 0 4) O col - — KITGHEN co V �„ ��,1 21,200.BASE CABINETS TOP QUALITY '_G�" C14 A03 th Install prefinished or unfinished kitchen cabinets on plumb and _ __ ENGINEER straight walls.Staining and painting NOT included 200 SQ ft The basic base cabinet installation includes the following: D02 = p e�o.o�sauwn, One 36"wide,2-door and 2-drawer front sink base cabinet One 24 wide,4-drawer drawer base cabinet 1 and 2 door;1 and 2 drawer base cabinets as re uired I _ C 12 07 q C06 39 Main Street,Suite 301 LF=Total overall front length of all base cabinets GL A02 D D0 Ayer,MA 01432 Top quality base cabinets 975-772-1590 ext 17 21.201.WALL CABINETS TOP QUALITY The basic wall cabinet installation Includes the following: 1 1 SI_ C13 08 51-p u Two"above appliance"wall cabinets 15"high and 36"wide _ C06 1 and 2 door wall cabinets 30"high as required .Top quality wall cabinets r IF LIN 21.W02.GRANITE COUNTER-TOP 25"granite countertop built on job by fabricators 4 sq ft Z Top quality stone granite countertop D01 _ C 16 ffA07 C06 0 21.W15.CUTOUTS O Cutout for sink or cooktop _ - w 21.W19.MOUNTING HOLES _1 — Mounting holes for top mounted faucet and spout EA=Each hole HALL N j _ — _ _ — — — — — — — _ !Z Z Mounting holes 21.W24..EDGING ba 5 ft — — — — — — — — — — — — — — — — — — _ W Gountertop edge styled Ogee 22.009.POLISHED CHROME FIXTURES V Z J: Towel bar,toothbrush and glass holder, FI R5T FLOOR KITCHEN & BATHROOM PLAN ~ "` soap dish and paper holder. Polished chrome fixtures 22.461.PAPER HOLDER Recessed paper holder,1 single main housing with 2 extensions and 1 spring-loaded roller bar Paper holder - ib 13 1 14 0 03 _ 11 ' FIXTURE SCHEDULE ® NUMBER OTY FLOOR IDIMENSIONS D N ESCRIPTIO COMMENTS � A01 1 1 20X201/2X125/16' SINK Q :D A02 1 1 27X31X74" LAUNDRY CENTER W Open ❑ +y W p A05 O$ ® A03 1 1 291/2X273/4X48" GAS RANGE(STANDARD) .` N ® A04 1 1 15X22 3/4X34 1/2"- TRASH COMPACTOR UNDER COUNT. _ -t0 D04 A05 1 1 30X141116X14" )UNDER CAB.MICROWAVE Beyond �..� - Aas ;p 1 1 31X34X28" TOILET �� W03 __ c A07 1 1 36X32X66' REFRIGERATOR W/ICE MACHINE ee _ - - - ` - - v - IAD6 1. 1 58X38X84" SQUARE SHOWER 58 O W IW A09 1 1 235/15X23X301/2" )DISHWASHER!INTEGRATED !Z A07 A03 0 - A10 -1 1 291/8X193/16X231/2" SINK .^ A11 1 2 25X22X36" PEDESTAL SINK - �' Y! -r0 _ Al2 1 2-- 31X34X28" TOILET _ O I A13 1 2 60X3OX81" TUB-SHOWER .�/�W < 7- 0 .. to } - A04 A10 A09 J � � H X ECAES.A LIVING ROOM /KITCHEN eLAB.B KITCHEN i z NO Q v Q � r e-- U ul Island cab.to have QJ o finished backs and a1 Till �011 1 ft.overhanging 16 _ countertop for stool 5HEET# WO 1 v P,- W. W02 seating o - - T o W04 W12 W04 ❑ 05 —1 r_J in acob cob nUse firebricfi p p Ab ELEY.0 LIVING ROOM/KITGHEN INTERIOR ELEVAT Cultured stone ELEV.o LIVING ROOM/KITGHEN INTERIOR ELEVATION ELEv.D KITCHEN ISLAND Ag fireplace Ag A8 w/oak mantel i 15T FLOOR FRAMING CALCULATIONS ]%WagBWe.15• PMER c Oc(TYP.) E#ener Bneeming O O V OR DARRIER Bftl glel ho[eM IaP FLOOR J015T PRODUCT NBIDE ruu v ��as seas e e aar 2 i -BOISE CASCADE ALL ENGINEERED I-JOISTS NmiaumPla,HagbWRee . ` a P RO P05 E D mamaam elelag a eaato.ar ma V eeee aiaaear edam. FLOOR BEAM PRODUCT MAIN HOUSE s y -5015E CASCADE VER5ALAM 3100F5 LVL `�,;:x,- m m t—w PLYWOOD GUNDER 0 9 cq(fl 1 - SEE ATTACHED ENGINEERING 5PE65 FOR GREATER DETAIL B°°°'^"°� - .Z `n SEALANT UNDER Q .D erx tY N< �' 1(1'DIA.IAG BOLTS®Ia' Ln 9.5'Rim lalA Oc STAGGER-TEN x O•�..In 0 Vl 39'-0' 9.4'YVaoA I.Jdal LEDDGEM BOARD TMING M� O ED 9` o S eg`R �Q Ln rL u-K L �� ►� PT f' TOP PV.TE DECK Jo"T I / (2L)FT 2xb's along perimeter sMPSON . au ENGINEER (r �i o deck- PROP09ED 10' Hml9er LU]b _ tyP. All deck posts to ��� R<ma,.aalelegaa�a,aanaae,h, be 4x4 w/Simpson "° e" P - - _ ! post caps 15T FLOOR FRAMING OVERVIEW (2)1 3/4"9.5"L,VL's 39 Main Street,Suite 301 around perimeter of 4•_1'• LEDGER CONNECTION TO WOOD-FRAMED WALL Ayer,MA 01432 F--stairs-typical. Hang Detail 1 976-772-1590 ext 17 joist to LVL with NOTE: I Simpson joist hangers (3)2x10 PT bu' u All single window and door ilt- p headers to be(2)2xb's unless am under othen.uise noted 4. T 6 Mulled units to have(2)2x10's- ' Z typical PT 2xb's @ 16"O.G. Provide(3)m STU D post with K Detal l 1 Q (L ' m I u PI I5 12'x2'z2'footing " -7 9 1/2"AJ5-25(Boise Cascade w A`1 Product)Wood I joist @ 16"O.G.- f� 0 1110 sbelow 11, n ry j typical FtL perimeter-typical all over Z Provide 9.5 Rim Joist along .Lap I-joists over P P beam below m L-2-3/1 3/4,,xq 1/2"LVL m I II II II II II � s 5 lally column 3.5"lally column posted 3. LL down on 2x2x2 fig. posted down on o -- 2x2x2 fig. — I - I a I I i - L-1 -3/1 3/4"x9 1/2"LVL - L-3-2/1 3/4'k9 1/2"LVL- Flush frame with I-joists J 9 1/2"AJ5-25(Boise Cascade Q Product)Wood I joist @ 16"O.C.- n UP' o W typical o f Provide(3)JACK z v STUD post with _I (2)9 1/2"AJ5-25 joists } z Z 2'x2'x2'footing - QL below W W Masonry: Construct masonry chimney, Q with one flue-one for standard fireplace m Z } N in family room,on new concrete DOUBLE JOISTS foundation(with footings to a depth of J �/ 7 J 4 (2)PT 2x10's along: Detail 1 four feet below grade min.),including W ,. f perimeter deck- A9 o damper,stainless steel chimney cap,and P typ N j W lA ui steel lintel at fireplace opening to support Z stone above. V f o DOUBLE J015T5 PT2x1b's@16"O.C. r j GUT RIM JOIST AND FRAMING (3)2x10 PT built-up "` FOR NEW FIREPLACE HEARTH- beam under ii �. . ._. ,._, - -- � - - � I j i DOUBLE JOISTS @EDGE OF � ---------- ---- OPENING SHEET# FIRST FLOOR FRAMING PLAN • A'q Z Toe nail to wall plate using 1 bd at 12"o.c. o or 10d @ b"o.c.(use 5/6 of lateral nail 2 capacity.) Ln 3 NOTE: m R rr dl, All single window and door headers to be r-0 m (2)2x8's unless otherwise noted o t^T /2"A 5•o Mulled units to have(2)2x10's-typical (2)1 3/4"9.5"LVL's around perimeter of stairs z Q _o -typical. Hang joist to LVL with Simpson joist �• 4 � o hangers /- O x °°= o IL m O p Y Ifs 6'.3" .+ 6'-p" 4' �+ E'-p 6_2•, l o 2,6 W V EL U_ 2x8 Provide(3)JACK STUD ON- DECK ENGINEER post at each end 23 sq It Ledger _ ----- - -- -- - E JlmminB — W lai0 8 Provide 9.5" Rim B H 39 Main Street,Suite 301 " - - - - ' Joist along perimeter typical all over Ayer,MA 01432 Butt sections end t0 p 976-772-1590 ext 11 end.Joints should ITC E v BE DR O J - -_ ®I 200 s ft o 9 1/T AJ5-25(Boise occur between joists. 128 s ft _ Cascade Product) Wood I joist @ 1b CL. O.G.-typical z _ I NAILING LEDGER TO WALL PLATE , � - .. LEDGER TO I_ --II - (2)2x10 Header over hall I _ I L-4 4/1 3/4`xq 1/2" -0 -- c LVL BGI joist hanger- o a GL I-'oast la over 2x4 1 L Flush frame beam with - - r I-joists J v tup• ry e 15 s bearin{ wall below be s s -�T Use Simpson Hanger ~ ILL Z -- Q �I 1- I ,,- I i � to connect 9 1/2"AJ5-25 IJoists e e dUf. Post dressed out inL directive columnNh�,osa� selected by homeowners a Iin re I m L-5-:3/1 3/4"x 11 U �- �+- 8„LVL m RO M e I \ II Beam to be flush 13a s ft �I Provide(3)JAGK 5TUD framed with 1-joists VER5A-LAM LVL ( E post at each end Use Simpson T Beam bo a ft hangers to connect beam tol-joists Detail around stair opening W Post down in wall V W 9 1/2"AJ5-25(Boise Cascade on PARALLAM V Product)Wood I joist @ 16"O.G.- posts Q <: typical ml Cathedral } 9 1/2"AJ 5-25 edral Geilina142 soft O W to I BGI joist Cathedral PECK I� -Ceiling this J o ' 251 soft m < 7— area Use Sim son ! Cathedral W ? O .o p Ceiling this _ J OC.H W Q Joist Hangers area J m mUJ4a W %n W 16 v _.►r2'-4"^- -- -14'-0".------ ._ -- .. W VER5VERSA-LAM LVL beam 2ND FLOOR FRAMING CALCULATION5 SHEET# SECOND FLOOR FRAMING PLAN - FLOOR JOI5T PRODUCT -B015E CASCADE ALL ENGINEERED I-JOISTS AJ5-25 9 1/2" 1 Joists hanging on LVL-typical detail FLOOR BEAM PRODUCT A10 -BO15E CA5CADE VER5ALAM 3100F5 LVL SEE ATTACHED ENGINEERING 5PEC5 FOR GREATER DETAIL z O V " C9 ZZ :, ! ... .. •� In m r x in o N met N O x WV0-u-��I10 ENGINEER 'J E Jlnoo'^9 So.Uo.�e iW INk B$NICI11189 39 Main Street,Suite 301 STRUCTURAL NOTES: Ayer,MA I 978-772-159O ext ext 17 06.210.5TEEL COLUMN NOTE: Hollow steel 2olumn with base and cap Steel column 3-1/2"Diameter 8'-0"H All single window and door headers to be - �,-i.. - ---- - a'- - �,_�,.- - - - a'-1 t' _ _ 06.301.MUD5ILL ALL ROOF RAFTERS TO BE 2X10'5 @ (2)2x8's unless otherwise noted Pressure treated lumber Set anchor bolts in concrete or 16"O.G.UNLE55 OTHERWISE NOTED Mulled units to have(2)2x10's-typical masonry foundation,4'OG,Level and grout Z 2„x 6"mudsill-two layers 06.332.FLOOR JOISTS 1 st,2nd,or 3rd floor joists _ _ � � -- --- -- -- ---- - . — .. tea_ �---i —� —--- On existing mudsill or wood plate 1 x 3 or metal bridging t 3 q r 11 ! w of o w Z Joist headers and joist hangers where required rI AT I o Nails 16"OG 2"x 10"floor joists G 05 _ 5a s ft m F b AT IG -22 sq ft ? _ o N A TIC = o 06.403.5UBFLOOR � - �, I--- - �, Plywood,rated 5turd-I-Floor,glued and ° 51 Sq a j r 2 4 sd 51 sq a � C nailed to joists,including all materials as required. i '� y, I O T&G 3/4"plywood subfloor r i_ 2" -I 06.036.1-AMINATED VENEER LUMBER WOOD BEAM j I - � _ i g= a_ x_ :g_:_=t ALL ROOF RAFTERS O Laminated veneer lumber wood built-up beam on existing supports la' 2 TO BE 2X10'5 @ 16" r LVL wood beam,!size TBD-basement level r 101- ! O.G.UNLE55 06.036.LVL wood beam,size TBD-1 st flr level o OTHERWISE NOTED 07 000.WOOD STUDS Exterior and interior bearing wall with sole plate and cap ° hI H LL O Blocking Diagonal bracing at outside corners if required (I 8aft �m 16"OG 2'x 4"wood stud framing- a a ' ( 2x12 Ridge board t _ o q 07.101.WALL FURRING nl i [ i Applied over framing 16"OC 1"x 3"furring ! 196 s I ! 209 s ft 07.202.SHEATHING 1 1 �i - ! o W GDX Plywood 5/8" o 67.230.HOU5E WRAP �`- I in Z V - -Polyethylene fiber paper,9'-0"rolls,joints sealed with tape. IEFi I - -- 15'q"--- I House wrap I 07.003.Y`tOOD STUDS, - � � — 1 � } Z Non-bearing wall Sole plate h 15' Q W W One cap Average amount of framing for r J r I < J o doors,closets and corners 16``OG i to < Z }_ 2"x4"framed non-bearing wall-interior CIA 08.102.FLAT ROOF OR SHED ROOF TI "i AT IC col G- nfl ish d a o W z Q D -� Rafters 16' Or,Bridging Nails 3a sq k - -2'�x 10"shed or flat roof !I 39 sq ft m 136 s J r W Q Framingfor overhangand eaves �i ' , W f Gab (doghouse)dLE �rm�r�buiR a�time t t - - _o- - —— —' --- -- _ _ -- --' --1_ Z Q Q o _ of constructin an of above roofs, tr g: y Build over this area including rafters,Ridgeboard,ceiling 2x10's at each joists,studs,plates,sheathing. 5F= of doghouse 2x12 Rid a board =2'a 2'-1 Dormer floor area Gable dormer(2) g ' v 08:202.PLYWOOD SHEATHING T1er ''- Post down onto LVL belowLU 14'l., a 5 -- 5/8"GDX plywood sheathing 20'0.. (use 2-2x4 studs at each � I 08.009.6ABLE ROOF . - -- end). w Ridge board Rafters 16"OG Ceiling joists 16"OG Collar ties,1"x 6",48"OG Nails Framing for overhang and eaves; - SHEET# 2"xl0"gable framing w/ceiling joists , (2)2x12 Ridge 5.P.F. 09.131.300 LB(25 YR.) m m On wood roof deck Load onto roof r Build staging if required 3 tab square butt self seal 300 lb.,15 lb.felt paper. Galvanized shingle nails 1 staples,Metal drip edge 5" Al 1 ROO F F RhM I N G PLAN Roof shingles;7 to 12 in 2 Slope R-30 CEILING/ nor non I n nr,nrn nern nor:ran nnnn loon nrn ^rnn rnn noon non noon mnr ,rnn r n n n^nlinn noon inr ir, 0 .,l ULL Lf WL UUUL LILILL 1l I IUIL U.IUL,.l.I1L L(IUL JLLI.ULtII.UUUL LUUL iwn JU JL LLUI.JJLL UUUL U'..UL UUUL UUUL JJJL .i JliL I — _l IN5ULATION FINISH ROOF-asphalt shingles - Ln 3 r' R-13 WALL ROOFING MEMBRANE �. ' 2,, _ FLASHING O 9 C?m BEDROOM INSULATION TRIM to BEDROOM 2x8 FASCIA 2x10 WOOD RAFTERS VENTED AIRSPACE .�Q A?w BAFFLE A 7— 1'..p SCREENED VENT VAPOR BARRIER ` Z `fl O.� © - FINISH SIDING r O X .�..Ln O SECONDFL. SHEATHING 1/2"Bluaboatl/skim '/\L/ �'m`� INSULATION R-13 coat plaster �/� ■ ` X X KITCHEN De�iii Abbreviated Eaye ENGINEER m '�2 sua Detail is in the cathedral ceiling E son, location-family room 39 Main Street,Suite 301 'El � Ayer,MA 01432 9T8-"1"12-1590 ext 11 FIR5T FL. is 11w Itnp_ D n ngnn 'qq ' I,,low 1u lul ,Ins/ ➢Ni 7 Ig. lglll 1gflg 1 Il 10 g mml Lin lmmlInlig z 0 v BASEMENTLu o w BASEMENT L z n a nn in n u _5ECOND FL.CLE 4s�C :: Q ' - ' JL i;UIL lL Ullllt tll — - - UILDING SECTION 4i2� FLUSH �\\\ BEDROOM ' TRANSITION - il'lrhl��nnf, ,�i.ill ,n I rr9l(10-"I j'Ifltlp �� ia•RADws TRIM TYR - TREAD — 5ECOND FL. CUT TO FIT 7- DAA ACCEPTABLE ip �ryXS .. BASE AT WALL NOSINGFIF] m :Z N LIVING ROOM KITCHENAWL. W WOOD FIN15H FLOORING . V I O F m dZ } N PLYWOOD 5UBFLOOR AT TREAD AND RISER ,j' O W.2 Q FIRST FL. W Q FULL 1f1v0 ?:n0 ilgfi ili7 wnn 'On0 lilt m!;rn am nm1 Qw I�:ru.nnm luvu ueuLouut.uuuL IIm, r.nnl u.v.irnannr- uuuL — — — — W .^ STRINGER ..`` W m W NOTCHED STRINGER r r ry BASEMENT v w SOFFIT • : fL .FIRE BLOCKING - - BASEMENT CARRIAGE SHEET# 5TAIR DETAIL UILDING SECTIOAl2 SECT.BB Al2 i �. 12 ELECTRICAL NOTES: 0 REQUIREME.NT5-5EE CHAPTER 36: ONE AND TWO FAMILY DWELLING5 5EGTION 3603.25PAGE 48-7 — _5 2 -------------- — 3603.25.1 GENERAL: EVERY DWELLING SHALL BE PROVIDED WITH ELECTRICAL FACILITIE5 IN J - ------------___ - ACCORDANCE WITH THE REQUIREMENT5 OF 527 GMR 12.00. THE MA55ACHU5ETT5 STATE BUILDING 8 -- ---- ------J --- ------- ----- CODE A5 LI5TED IN APPENDIX A. UNFINISHED BASEMENT 1 RECE55ED LIGHTING FIXTURES: caw_Q m°m -TYPE IC RATED, MANUFACTURED WITH PENETRATIONS AND 5EALEO OR G ,Z A5KETED TO PREVENT AIR '""' LEAKAGE INTO UNCONDITIONED SPACE. Q u- TYPE IC RATED IN ACCORDANCE-WITH STANDARD A5TM E283,WITH NO MORE THAN 2.0 GFM AIR O o I MOVEMENT. o o N u,o j Y PHOTO ELECTRIC SMOKE DETECTOR- REQUIRED IF LOCATED WITHIN 20'OF THE BATHROOM OR V o o z ° m \ KITCHEN. (L U_ U- \ GI ENGINEER 1 15wvn v�rcaea m Ib ewwen E:J \ I I d 1w tmb 8 Sbnclures -------- ---------------------------- i \ l 39 Main Street,Suite 301 Ayer,MA 01432 D GK q78-T12-1590 ext 17 --� I I I I E2------------ _______- E18 E18 O AT 16 ra E18 DEEE17 re E18E09 E22 ­41) O 1XFOUNDATION ELEGTRIGA�L PLAN E08 E76 E22 VW ZGLE11 '� WE18 E166 �E18 E18 ELECTRICAL LEGEND 1LIN' E16 Lu SYMBOL DESCRIPTION / ICLOSET J 7— LU ME ER SOCKET 1 E10 20 E17 18 HALL i _______—— E17_ W PANEL E11 E18 —_ __ W BOX , EV1 \l(/ E76 E18 E16 -- - E18 LEILING FAN" O O LIGHT / GL E I. E22 E22 - � I FLUORESCENT LIGHT E16 E76 E17 FAMILY-flat cellin area FIXTURE A6 / Q W 110V CEILING LIGHT FIXTURE BE M 15wltch connected to \\ 7- %) ® 11W RECE55EDLIrW FIXTURE EN E20 (light in stairwell_ Q� 110V SAVE LIGHT FIXTURE QOO E10 11 CHANDELIER LIGHT FIXTURE 0�. 0V " E22 O . E18 E18... _ E E17 E17 6 \�_i'� .^ W W r 110V WALL LIGHT FIXTURE ___________ l Q. ' \ SINGLE POLE 5WITLH - -\-- I THREE WAY SNITCH E15 E21 E21 I u O FOURWAYSWITCH \ — / ul 3: 1r DIMMER 5WITLH �� I E18 FAMILY- J Cathedral Cathedral Cellina _ W 4) 'w tPr c�- OUTDOOR SNITCH E15 P •.:.. 7.O Q 110V DUPLEX RECEPTACLE V DEG 110V DUPLEX RECEPTACLE IC r GROUND FAULT INTERRUPTED »- 110V DUPLEX RECEPTACLE WIWEATHERPROOFLOVER F ® 110VFLOOR MOUNTED - - _ V DUPLEX RECEPTACLE - E18 18 Lu 240V RECEPTACLE O a TELEPHONE,TALKS I-----_------ -- - -- . TELEVI5ION•ALKS' DOOR BELL PUSH BUTTON - .... 'O THERMOSTAT 5HEET#.. 0 SMOKE DETECTOR ® EXHAUST FAN DOOR CHIME FIRST FLOOR ELECTRICAL PLAN °❑°- OFIRE ALARM PANEL _ El o- COMPUTER POINT C ELECTRICAL SCHEDULE O O NUMBER -OTY FLOOR DIMENSIONS -I WIDTH DEPTH HEIGHT (ATTACHED TO DESCRIPTION U E01 1 0 3X3/4X5" 13" 314" 5" WALL MOUNT SINGLE POLE �L - : E03 6 0.. 3XSI16X5" 3 5/ib" 5' WALL MOUNT:. DUPLEXY E04 1 0 48X9X9/ 48 9' 1 1 CEILING MOUNT FLUORESCENT 4B[ WgDI �P E G I�L NOTE: RECOMMEND Y�I L K - s . - E05 1 0 6XbXi 1/2" 6" b 11/2".. CEILING MOUNT SMOKE DETECTOR CP E07 2 10 10X701X241/8" 170" 10, 241/B" (CEILING MOUNT NVRRTEDCSHADE PENDANT-METAL COPPER(POLISHED) Cc' (i1� EO8 1 11 123/4X63/16X6" 112" 16 11 WALINGMOU SCONCE DOUBLE-LIGHTING GREY THROUGH KITH ELECTRICIAN GENERAL E05 1 1 12X18X7 11b 112" 631 1 1/4" CEILING MOUNT EXHAUST HEAT LAMP / -E N E R. `L Z � ' Fil 3 1 24X9X3"1/q 24•' 96' 31/4 CEILING MOUNT FLUORESCENCEILING MOUNT HALF DOME T 24Wgp LIGHTING GREY. {Ay W }}�� N 7 E12 2. 1 271/ibX2l 1/16X13". 271/ib' 21 1/16' 13" CEILING MOUNT CEILING FAN LIGHTS - GO NTR/ `GTORND OMEOI ♦N i�RS _ _ `O O 3�0,�' -- E13 1 1 2Bl/16X2B 1/16X401/8" 26 T116" 287/16' 407/8 CEILINGMOUNT CRAFTSMAN CHANDELIER-LIGHTING BROWN - - N X «�O E14 -' 4 1 31/BX31/8X1/4" 31/5' 31I5" 1/4"' PUCK CABINET LIGHT ✓1R O. m `1Il E15 2 1 3X3/4X5" 131, 9/4" 5" WALL MOUNT DUPLEX WEATHERPROOF -COLOR LIGHT GRAY MATTE PRIOR TO FINAL LOCATION OF OUTLETS.� _ a� �] X a O X E16 14 1 3X3/4X5" 3" 3/4" 5" (WALL MOUNT SINGLE POLE �_ V.Q, 1A E77 12 1 3X314X5 13" 3/16 5" WALL MOUNT THREE WAY 5NITGHE5.AND LIGHT5. E1B 25 1 3X5/16X5" 3" 5/16" 5" WALL MOUNT- DUPLEX El 1 1 3X5/16X5" 3" 5/1b" 5" WALL MOUNT. GFCI E20 5 1 6XbX11/2" b b" 1112" CEILING MOUNT SMOKE DETECTOR ENC7INEER E21 3 1 l 1/2X91/2X14.1/4" 11/2" 91/2".. 141/4" WALL MOUNT'- SPHERICAL LANTERN WALL HUNG' .. ... E22 11 1 l 5/16X15/16X3/ib" 75/16" l5/16" 3/16" CEILING MOUNT RECESSED LIGHT Enginoodng Swmronn E23 1 2 123/4X63/16X6" 123/4" b3/16" b" WALL MOUNT SCONCE DOUBLE-LIGHTING GREY fa lmMg guuelures E24 1 2 12X1 BX7114" 12" 18" 1.1/4" CEILING MOUNT EXHAUST HEAT LAMP E25 5 2 16X1bX41/4" 1b" 16" 41/4" CEILING MOUNT HALF DOME LIGHT-LIGHTING GREY E2b 1 2 24X9X3" 24" 9" 3" CEILING MOUNT FLUORESCENT 24W9D 39 Main Street,Suite 301 E27 9 2 3X3/4X5" 13" 3/4" 5" WALL MOUNT. SINGLE POLE E26 11 2 3X5/1 bX5" 13" 5/16" 5" WALL MOUNT: DUPLEX Ayer,MA 01432 E29 3. 2 6X6X1 1/2" 6 b" 1 112" CEILING MOUNT-SMOKE DETECTOR - 91$-T"12-159O ext 17 E30 1 2 l 5/1bX15/16X3/16" 75/16" l5/16" 3/16" CEILING MOUNT RECESSED LIGHT 1 2 7l/1bX71/1bX383/8" 17 7/1b" 7 711 b 1353/8" CEILING MOUNT CRAFTSMAN PENDANT-LIGHTING BROWN ———— —————————————— _—_ I I oO H eze I I O IL ATTIC CLOSET eta ATTIC 0 E25 23 E27 / E27 - E30 E26 I Lu LL < .. .. .. E28 E27 29 E27 7 E27 8 O E28 E29 ( I I E29 V � : E27 E25 I _ E27 E28 I J L : l E29 to E25 E25 I I � I E28 I I I I E28 I E28 28 I to } z < � ATTIC ATTIC ATTIC-unflnlsheQ O W W LU W a l = wN F � r I I I I I I w o I I � I I I ——— —————————— SHEET# PROPOSED 2ND FLOOR ELECTRICAL PLAN E2 1 .. ') .. Barnstable, GENERAL NOTES : SOIL TEST LOGS : SYSTEM DE51GN CALCULATIONS : MA TEST HOLE 1 : EL=49.G± SEWAGE DESIGN FLOW: A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL SOIL SOIL SOIL OTHER °O UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING PROPOSED 4 BEDROOM DWELLING I i 0 GPD = 440 GPD (INCHES) (USDA) (MUN5ELL) LEACHING CAPACITY REQUIRED: B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- 4 BEDROOMS (MAX.) @ I 10 GPD = 440 GPD REQUIRED LESS CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING. '-I " A LoamyFine Sand I OYR,414 NONE O S� I "- m fine I OYR G 8 NONE SEPTIC TANK CAPACITY REQUIRED: � C,) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL -4 " I m- r i OYR 5 8 NONE DAILY FLOW = 440 GPD @ 200% = 880 GAL, REQUIRED �0 <3 UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4"- I C2 IMedium-Coar5eI OYR 8 8 1 NONE SEPTIC TANK CAPACITY PROVIDED: 150o GAL. SEPTIC TANK(MIN. ALLOWED) �P � NEWTON TER CONSTRUCTION NOTES : TEST HOLE 2: EL=49.0± LEACHING CAPACITY PROVIDED: DEPTH FROM SOIL SOIL SOIL SOIL OTHER ONE (1) 33.5'X 1 2.83'X 2.0' LEACHING SYSTEM CAN LEACH �O �� LOCUS SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=[(33.5'X 12.83) + (33.5'X 2.0')2 + (1 2.83'X 2,0')2]X 0,74 GPD/SF=455.1 9 GPD 1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, (INCHES) (USDA) (MUN5ELL) 455 GPD>440 GPD REQUIRED TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. "- I OYR 2 NONE NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. t\ N 2.) SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER(5)AND DISTRIBUTION 51-2 1" 5 LoamyFine n I OYR 7 NONE INSTALL: BOXES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 2 1"- I Imedium-Coar5c San I OYR 5 8 NONE ONE (1) - 1 500 GALLON SEPTIC TANK COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 140'-145" 1 C2 llvledium-CoarreI CYR 8 4 1 NONE Perc 5G" ONE (1) - 3 OUTLET DISTRIBUTION BOX(H-20 Rated) 3.)SEPTIC TANK(S)SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE TEST HOLE 3: EL=48.G± THREE (3) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- DEPTH FROM SOIL SOIL SOIL SOIL OTHER N TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". SURFACE HORIZON TEXTURE COLOR MOTTLING NOT TO SCALE (INCHES) (USDA) (MUN5ELL) 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" A LoamyfineI OYR 2 2 NONE ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THEB Loamy F I OYR G 8 NONE PLAN BOOK 21 PAGE 37 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 25" I Medium-Coar5c San I OYR 7 8 NONE DEED BOOK 21 1 G5 PAGE 314 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST I m- r I OYR 514 NONE ASSESSORS' MAP I I G PARCEL 058 CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. TEST HOLE 4: EL=49.3± G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL DEPTH FROM SOIL SOIL SOIL SOIL OTHER LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. SURFACE HORIZON TEXTURE COLOR MOTTLING (INCHES) (USDA) (MUN5ELL) 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE A Loamy fine 5andI OYR 2 2 NONE - - - -32 EXISTING CONTOUR 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED I OYR G 8 NONE 32 PROPOSED CONTOUR AT END OR AS NOTED. " i _ r I CYR 7 8 NONE +i2sa EXISTING SPOT GRADE 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST r I OYR 8 4 NONE Perc G2" 24x5 PROPOSED SPOT GRADE 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION _W- WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION, DATE OF TESTING: 05/1 1/07 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C"LAYERS. -p- OVERHEAD UTILITY SERVICE a.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW WITNESSED BY: KEITH E. FERNANDES, EIT, BENNETT 4 OREILLY, INC. -U- UNDERGROUND UTILITY SERVICE THE OUTLET INVERT. DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT ��, 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO NO WATER ENCOUNTERED M -TP GAS SERVICE LINE USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. �' I-I/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE � TEST HOLE/ BORING LOCATION INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE E +4 .8 ST SEPTIC TANK SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 50 N 6I.01 40 i-W�ERVIGE LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. pp' W P OPOSED WATER' G N DB DISTRIBUTION BOX 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 1QO Gar-G5SERVICE SAS SOIL ABSORPTION SYSTEM WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, to O G P ' _ Reserve RESERVED FOR FUTURE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. 49•7+ IS �v 3 49' �+"" -O c ( 49.7+ 1" 000 5F� ? (2o'mn) +4 .7 w3 0, CO-) UTILITY POLE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9'OF Area= 0, 50xO z ® CATCH BASIN CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). D-Box -� Zg 7 I 0a (2 fi rs; i .:�c ��n) FIRE HYDRANT 13.) FINISH GRADE SHALL BE A MAXIMUM OF 30"OVER THE TOP OF ALL SYSTEM �p ' I� I O.p U'0_1 v� ® WELL COMPONEN-15, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBEP, I O c� ® DRAINAGE MANHOLE AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER +49.4 O 2 (10'm:n) /���O. OF 9 Proposed 4 jh.. CB■ CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL co Bedroo,�;pJJe11�n� ��I fl c� �. undation x 47,0 _ ,/ - - TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- O j op cf ` c TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH m _ Q E�=Sp• (20'mn) 1 / o- a o G ✓TG KADE FEi SCE AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, cp I 1'O EDGE OF CLEARING c� 1O'm,n) ' 1 15.)THE BO,\RD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION - TP-4 + 9.5 1 BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- �- 49.5+ ® +48.3 " 'p-2 ' 1 ` ) QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE / \ •; ' ert Dr,ve PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. I I 49x6 I G.) EXISTING CESSPOOLS)TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN f� "II 4' 8.5' 8.5 8.5 4'�'I O ' SAND, AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. ' X - `:• "};`` 1 7.) 33.5 CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR 33.5 o 1. / J TO EXCAVATION. Zo �,-3 PLAN VIEW �r 18.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS; COMPLIANCE WITH ZONING � �• ---' SETBACKS IS NOT EXPRESSED OR IMPLIED HEREON. o1 to pB 49x2 SCALE I "= 10' m N 94 I n 'r•: it I y i P.� i 19.) INSTALLER TO CONFIRM LOCATION OF ALL UNDERGROUND AND OVERHEAD Q UTILITIES PRIOR TO START OF CONSTRUCTION. 49 13 I .0' � CB (I(amm) 48x9 k OF 48x9 = _ + e o oo' � LINnA J. 3 0 l00. o BENCHMARK: PINTO Top of Concrete Bound L N 55 �p l 40W O E`EL=50.70 (Assumed datum) • CB 0ct +48.4 ' ' ' E LO W PROFILE • APPROXIMATE LOCATION OF q ABANING CE SE OE NOTE#I G OOEJQtSTV NOT TO SCALE INSPECTION NOTE' PLAN ( ) �bNAL E 24" DIAMETER CONCRETE COVERS PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM RAISED TO WITHIN G"OF FINISH NEEDS TO BE COMPLETE INCLUDING BUILD-UP FOR ACCESS SCALE I"=20' TOP OF FOUNDATION GRADE (OR AS NOTED) COVERS THIS AREA IS SERVED ;.�;;. EL=50.8± ?r.1" . Proposed EL=49.4(mm) Proposed EL=49.3± Pro o5ed EL=48.9-49.2 BY TOWN WATER. REVISION OG127107: Revised Reserve Area and Gas and Water Services. CO Michelle Barry Laurie Sonia 48,5± (9" Min - 30 Max) 4G.8± - 148 Lexington Street, Newton, Ma 024GG 2"LAYER OF 1/8" I/2"STONE SITE SEWAGE D15PO5AL SYSTEM PLAN 47.G0 47.30 1 0' 14' 47.05 4G 0 � 3/4"- I-I/2"STONE �/ N �� THE LAYOUT AND DIMENSIONS OF THE PROPOSED DWELLING 17 Newton Terrace, Ostervll le, Ma 3 47.00 4G.83 / %G. N FROM THE PROPOSED FOUNDATION PLAN DATED MARCH 27th T 4'0" T 2" DROP AND THE PROPOSED FIRST FLOOR PLAN DATED MARCH 29, 2007 BENNETT O9 REILLY, Inc. GAS BAFFLE 44.00 PREPARED BY DON BRYAN CONSTRUCTION. Engineering, Environmental and Surveying Services USE THREE SHOREY PRECAST O 500 GALLON LEACH CHAMBERS 5•8'± Longest Run WITH 4'OF STONE AROUND Q 20 40 60 0 1573 Main Street - Route 6A i I 1500 GALLON 3 17 (ENE)VIEW) P.O. Box 1667 DB-3 EL=38.2± Bottom of Test Hole#3 SEPTIC TANK p_�,OX LEACHING CHAMBER SCALE 1"=20' (508)896-6630 office Brewster, MA 02631 (508)896-4687 Fax 33.5'x 12.83'x 2.0' DATE: SCALE: BY: CHECK: JOB NUMBER: rl-2o MTF/ G:\Autocad 2005\...\BARRY4G79\4G79SDS.dwcg 05/24/07 A5 Noted LJP/cg MTf 8007-4G79