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0593 SEA VIEW AVENUE - Health
593 SEA VIEW AVENUE, OSTERVILLE A= 114 052.001 0 0 i 0 o 5 Town of Barnstable `"E' Regulatory Services Thomas F.Geiler,Director saxivsrnsW POfic Health Division 639. .10 , Thomas McKean,Director ' r 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2? oS Sewage Permit#A a,31'_'19,*?- Assessor's Map\Parcel // ( 52-/ 01 Designer: u N UNISC•1 , Ae. Installer: ,A,,�, Cunafin,chu+1 Address: 3ayl-rr - t r f Address: O0, err- i/,! g On v O A rM� Covsh-gr-htm was issued a permit to install a (date) (installer) septic system at 593 S« die_w r- based on a design drawn by (address 5A*,2k, 14 /Ji 6m dated Zl aLo S 1 (designer) . O i 1� I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. .I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or . certified as-built by designer to follow. r yam,%��M CIr f,aas'lgy .._- S E EPA tEN (P. q ALU.YiJ ( staller s Signature) `� No.3N,6 f r '' NAI V I (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK.YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc TOWN OF BARNSTABLE LOCATION r 3 '�t A i'j e� 44"Z SEWAGE #Zv"5�-' L�— . VILLAGE I 0,S-/ C�2 0 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NOAAC'"a rti sv a 7 J 1.3 CQ, SEPTIC TANK CAPACITY LEACHING FACILITY: (type)6 3 3c> C'o1'tC A�Z 40 (size)$"e�x 1-.x_J_ NO.OF BEDROOMS L5 r BUILDER OR OWNER t���� �g'"J�'t/� leusi_ f PERMITDATE: 6 COMPLIANCE DATE:_ Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 C ^ 3 No. r 2 Fee I5'0,CO THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for ;Migoal bpztem Construction Permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) K7 Complete System O Individual Components Location Address or Lot No. 51?j _Se4 thev Avg Os fr r mi/�c Owner's Name,Address and Tel.No. r 5f 3 5!4-(Jiew 11wofev eee. Assessor's Map/Parcel In /lye PG'/'tc/ S2—/ hfi�,3 RrKSehN Rai,P a2�y7 ;/1 i�7 Gss Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (ja�Fer �tv�e.`i 14o1 n25 W-.� �c-o F 7 7 /.3 mot �12 Y►1o�r� st sl Or,kru:lla iH✓i 6Z&>55 Type of Building: U Dwelling No.of Bedrooms Fi sac Lot Size 8�2f,® sq.ft. Garbage Grinder(A) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow DSO gallons. Plan Date Dom! Number of sheets oic Revision Date y1/l6 5� Title A/ko - Lfa.t)se- Ccr,�s/r�re/iia� -T Size of Septic Tank '2ocxn Type of S.A.S. 4c6-c/y C46-15ys /2'xY-/'x 2 z�►f Description of Soil (Z, 4-v �-o i I Ioofa ain le", C la-16,C.Cra Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss b oard of th. _- '•''% 5- Signed Date j Application Approved by Date v � Application Disapproved for the following reasons Permit No. ix�y —Ll Date Issued s No. Pwov Y-/ �'- ----------------�---------- Fee—/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS �Di5poaY *rme t Con!gtruction Permit. Permission is hereb ra to to onstruct x)R air( )U rade( )Abandon ' System located at y �� �''`'`�(� 6.5 `�' �� ( ) and as.described•in the above Application for Disposal System Construction.Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. 1 � Provided:Consstt� ii7o must be completed within three years of the date of t Date:_ I ( �J y Approved by ' �#' r, a,.T �7.1'�lr"'". -:"''"'t-�'" l,,Tr^.s�ixh'iV"`•#..%'tea-^"*-,.-i ti..r",y!.•'�^....�y.r �,- .�` .��`�"r.�4.e.� �yy ' 'Fhh,�."`".' '`{'-:+±.:,a 1"•'..1� U. I THE COMMONWEALTH OF MASSACH ETTS i 1 Entered in computer: Yes —. --t PUBLICMEALTH DIVISIONS TOVIFN Of BARN, TABLE IVIA9SSACHUSETTS {' o ongtruction Permit an � nC `_. Application for a Permit to Construct x)Repair( )Upgrade( )Abandon( ) �7 Complete System ElIndividual Components icw Location Address or Lot No. / 5*,Vc i O e 's !me, Cl ress and T/9.Nell.9 No.. /� t } p �LYd' C .If l (ZoN Assessor's 11q Pare/ 57—/ (63 m ss 7 Installer's Name Address,and Tel.No. ig�e s�Na�e:�ddrels d T� I0. /`e fJ 1. .. N f I '..4 NCO Wi5-- M !� $ "> > �" / 3 Got �ii mGeh(Js+rc Osltr✓i llo 01A 6ZG,55 — Type of Building: ` uDwelling No.of Bedrooms F�c Lot Size $�i 24w sq.ft. Garbage Grinder(N� Other Type of Building No. of Persons ' Showers( ) Cafeteria( ) Other Fixtures i Design Flow / gallons p&r day. Calculated daily flow 6 gallons. Plan Date O� Dy Number of sheets Revision Date / `� Title C mu1 s Z 'Ya cac.6r C!i lx s; :l2 x*�x Z A Size of Septic Tank- Type of.S.A.S. +2 }� c i lec last (h- 1 a,CO4� �- Description of Soil 4_ �° 12 Nature of Repairs or Alterations(Answer when applicable) x e Y: 7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on site sewage disposal system in accordance with the provisions of Tit e of t Environ ental Code n' not to place the system in operation until,xCertifi- 1 ¢. cate of Compliance has been..issue" Board ealth. - °9 Signed , - Date Application Approved by �^'' r Date Application Disapproved for the following reasons, • - . 4: ti: Permit No. Date Issued 7 U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, *at the,On-site Sewage Disposal System Constructed( �)Repaired ( )UpgradedCV ( ) Abandon ) y at 5 w , 0 3 fR � lla��b�en constryl� d •n accordance with the provisio s1 Titl 5 and the for Disposal System Construction Permit o. "^`�► dated %TI W Installer Designef 5� The issuance of this p t s�1 o strued as a guarantee that fhe syste wi n tion as designed. I Date Inspector. nspector �^""""""!''�" Town of Barnstable P# /d/ �pp1HE Tp� Department of Regulatory Services $ARNSTAQLL i Public Health Division Date U mass �* 03 i639, 200 Main Street,Hyannis MA 02601 :. r ArFD MAC A v 1 Date Sclieduled .. r.;I °15t 200Y " Time-•�O:d0 Fee Pd. I U Soil Suitability Assessynent for Sewage Disposal Performed By: `��r_ he, /�s �. t u't Witnessed By: Vol V LOCATION & GENERAL INFORMATION � S01 3 st:ScarOwner's Name She.yrir; m41��'IG:Location Address ��� /4tR�� �stzw�IlG 111�.3 Ram.jelcs Q Address .G.kt1�tr►v�. Ha( � V1114 D�GS/7 M Assessor's Ma /Parcel: Engineer' Name s 5 W 1 ISon p WI O.l l Fla l D Sa—oC/ hip Q l3ev►rr'��U�t.�t 1�(.elw�ryr� �( NEW CONSTRUCTION _ C� REPAIR Telephone# U /''� Land Use Rd. 14aA�1 a_t Slopes Surface Stones Distances from: Open Water Body 7CD ft Possible Wet Area ft" Drinking Water Well 1t Drainage Way ft Property Line it. Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) dL . f ter, i F Parent material(geologic) G I e e I •(A.-045gk Depth to Bedrock ' Depth to Groundwater.`Standing Water in Hole Weeping front Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER:TABLE Method Used: _ Depth Observed standing in obs.hole: in.'.Depth to soil mottles: Depth to weeping from side of obs.hole: in. Gromidwater Adjustment ft. Index Well Reading.Date: Index Well level Adj.factor Adj,Groundwater Level_ PERCOLATION TEST gate 4 1 6q Time t Observation Hole# _. '� Time at 9" . i1- Depth of Perc Time at 6" Start Pre-soak Time ux I Time(9"-6") End Pre-soak. 1 U"2 Uh 6,0 4 J4 4c. Rate Min./hick 'sue' 1M1„/1 r1 e.h Site Suitability,Assessment:.Site Passed Site Palled: Additional Testing Needed(YIN) Original: Public Health,Division Observation Hole Data To Be Completed on Back----------- **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:FIMTH/WPlPGRCFORM r DEEP OBSERVATION HOLE LOG . Hole # Depthfroii Soil Horizon Soil TeXtdre Soil Color ' Soil Other Surface(in.) (USpA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel /0 y>2 2t/d �dai*t. ' '1 D:VI `2J�3 V Yr'c- Gam: , /cohbi� a G3 0-cei s0A.cQ DEEP OBSERVATION HOLE LOG Hole # 2 Depth from Soil Horizon. Soil Texture Soil Color Soil Other. Surface(in.) (USDA)" . (Munsell) Mottling (Structure,Stones,Boulders: Consistency,%Gravel) ZCd U Sarc2�Lo2w. I 0.,y 2. r7ledIvwl I Cd ;..0. Vrta�Q 132" Cj rrl�eQiuwt Salo( Ia:y2 G/4/ . DEEP OBSERVATION HOLE LOG Hole # ' . Soil Texture Soil Color. Soil Other Depth from Soil Horizon . : Surface(in.) (USDA) (Munsell)- Mottling (Structure,Stones,Boulders, Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Otlier. ' Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv%Gravel) . a Flood Insurance Rate Man: Above 500 year flood boundary No 1/.: Yes Within SOO year.boundary No Yes Within too year flood boinidiry No` Yes Denth of Naturally Occurring Pervious Material Does:at least four feet,of naturally occurring pervious hlatetial exist.in all areas observed throughout the area proposed for the soil aUsorption system?. If not, hat is the depth of nattirally,occurring pervious material? Certification I certify that'oii Ar��l 1 /GS (date)I have passed the soil evaluator examination approved by the . Department of Environmental Protection and at above analysis was performed by me consistent with tha the,required training, expertise and experience described'in 310 CMR 15'017, Signature Date Qa-IEALTH/W P/PERCF.ORM Z�, Commonwealth of Massachusetts 4E J�fCE�t,Q Executive Office of Environmental Affairs C 19,9 + Department of Environmental Protection William F.Weld Governor �p9 Trudy Coxe V� s ID� Secretary.EOEA David B. Struhs Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: ./ �`� Address of Owner: Date of Inspection: rb_t—I—� (If different) rJY�.� � C�W�•t<ac Name of Company Name, Address and Telephone Number: CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails r • Inspector's Signal Date: JG_ 17_c j The System Inspector shall submit a copy of this inspection report to the Approving.Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design floe' of 10,000 gpd or greater, the inspector andthe system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The origina! should be sen; tL the system owner and copies sent to the buyer, if appiicablE and the appro%ing au'horit . INSPECTION SUMMARY: . $r Check A, B, C, or D: A) SYSTE ASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: ' One or more system components need to be replaced or repaired. The system,,upon completion of the replacement or repair, ,. passes inspection. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. It"not determined", explain why,not) The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is. imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. _: (revised 8/15/95) e - One Winter Street 0 Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 �1 Printed on Recycled Paper SUBSURF ACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: �C3 Owner:. Date of Inspection: j B] SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed i C] FURTHER EVALUATION IS REQUIRED'BY THE BOARD OF.HEALTH: /L Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A.MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: f . _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 1) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER, IF APPROPRIATE)'DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: - _ The ,vStem haS a sewic'�tanK`anu soli ausorpuon system anu is within 100 fCCI to a su CE PP!, G.triFiulla.) to a surface water supply' _ The s-stem ha, a septic tank and soil absorption system and is within a Zone I of a public water supply well. _ The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic.tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the ;presence of ammonia nitrogen and nitrate,nitrogen is equal to or less than 5 ppm. D] SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine-what will be necessary to correct- the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface,of the ground or=surface waters due to an overloaded or clogged SAS or cesspool. _. (revised 6/15/95) Z r - ' r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) . Jt✓ O sc�� Property Address: j 3 Qa v%4Z, Owner: -�oM T•ha trt-c`A5 Date of Inspection: D] SYSTEM FAILS (continued): r j Static liquid level in the distribution_ box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). .. Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool`or privy is within 100 feet of a surface water supply or tributary to a surface,water supply.. Any portion'of a cesspool or privy is within.a Zone I of a public well. Any portion.of a cesspool or privy is within 50 feet of a private water supply well Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform.bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The design flow of system is 10,000 gpd or greater (Large System) and the system is a'significant threat to public health and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply E the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area (IWPA) or a mapped Zone II of a public water suppiy welit The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. F r 3, (revised 8/15/95) k SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:,C Ct3 Sew)IeAJ A4G 05 Z_ � r 4 Owner: f O(%N TXn©M,-,- 5 Date of Inspection: Check if the following have been done: Pumping information was requested of the owner, occupant, and Board of Health. ZNone of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. vAs built plans have been obtained and examined. Note if they are not available with N/A. ZThe facility or dwelling was inspected for signs of sewage back-up: �' The system does not receive non-sanitary or industrial waste flow V The site was inspected for signs of breakout. L/AII system components, excluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncoyered; opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. - L/The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by nun-intrusive methods. a.c ; ; {�o^-: o\ ,nP ' were provided with-information on the proper maintenance of Sub- Surface Disposal System - (revised 8/15/95i . 4. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART C SYSTEM INFORMATION . Property Address: .t7 �/3 rJ era Akm' Os Owner. csM Date of Inspection: _ FLOW CONDITIONS RESIDENTIAL: Design flow: C✓ Aal�ns _: Number of bedrooms:_ _ Number of current residents:Q Garbage grinder (yes or no): Laundry connected to system (yes or no): ' Seasonal use (yes or no):,-26 ( Water meter readings, if available: Last date of occupancy: 5, rt%,e-✓ COMMERCIAUINDUSTRIAL: 3 Type of establishment: Design flow:_gallons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no) a Non-sanitary waste discharged to the Title 5 system: (yes or no)_,. Water meter readings, if available: Last date of occupancy: OTHER: (Describe) Last date of occupancy: GENERAL;iNFORMATION_ " PUMPING RECORDS and source of information: i/ OwGc— -1 Ire —60�4r5 System pumped as pan of inspection: (yes or no)_ If yes, volume primped gallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system .d Single cesspool Overflow cesspool Privy Shared system (yes or.no) (if yes, attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all,components, date installed (if known) and source of information: S b VS Sewage odors detected when arriving at the site: (yes or no) (revised 8/15/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C A .SYSTEM INFORMATION (continued) Property Address: '�)C_CLQi Owner. T,-,.,, T �5 Date of Inspection: 68Z�� 5 SEPTIC TANK: (locate on site plan) Depth below grade: Material of construction: _concrete_metal FRP other(explain) Dimensions: Sludge depth: Distance from top o ludge to bottom of outlet tee or baffle: Scum thickness: Distance from top scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: " Comments: - (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) GREASE TRAP: h (locate on site plan) Depth below grade: Material of construction: _concrete metal _FRP—other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: ; Distance from bottom ni crom in hnnnm of ou!le! tee c' bathe' Comments: (recommendation for pumping, condition of inlet and outlet tees or ba les, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (revised 8/15/95) 6 k ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION-FORM PART C SYSTEM INFORMATION (continued) Property Address: �;7 c' S'e I:',-v i ew �s t✓(CJ i��1 Owner: Date of Inspection: TIGHT OR HOLDING TANK:_ (locate on site plan) Depth below grader Material of construction: _concrete_metal _FRP—other(explain) Dimensions: Capaci0': gallons Design flow: gallons/day Alarm level: — Comments: (condition of inlet tee, condition of alarm and float switches, etc.) ' DISTRIBUTION BOX: (locate on site plan) ; Depth of liquid level above outlet invert: Comments: (note if ievei and distriuut,w, ,> ty a; e,;ucnce o" co;ryo`,ei, evidence of leakage into or out of box,'etc.) PUMP CHAMBER: �.: (locate on site plan) Pumps in working order.(yes or no) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) (revised 8/15/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:4,Q( e-r DS Owner: ro4 c t`10.5 Date of Inspection: co ��� � �s SOIL ABSORPTION SYSTEM (SAS):_ (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number._ .1 leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Comments: (note condition of soil, signs of hydraulic failure, •level of ponding,,condition of vegetation,etc.) I CESSPOOLS: (locate on site plan) ff Number and configuration: Depth-top of liquid to inlet.invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool / Materials of construction: Indication of groundwater. inflow (cesspool must be pumped as part of inspection) 11/00-10— Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) . f� PRIVY (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of'soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 8/15/95) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner: A Date of Inspection: C� �Z.7f�S._ s= � f o t• . . SKETCH OF SEWAGE DISPOSAL SYSTEM: ' include ties to at least two permanent references landmarks or benchmarks ' ,# locate all wells within 100' .. • �k - ...' .� N �S s� *!• � - � Ia .1,. .ran� - ,. !t . , ,a DEPTH TO GROUNDWATER k #` a "4' Depth to groundwater. fir ee " P method of determination or approximation: 1 kc..V. e X,.T—�� P. _. (revised 8/15/95) 9 r r �-- r ' MASETM \\ -MATCH LINE .,ak«T •f•.K`� 3GEND/ABBREVIATIONS MATCH LINE 17.3 l = HYDRANT .,9•�0�"d ��,,�' � �' = URLiTY POLE/GUY WIRE � =CONTOURS ,o = SPOT GRADES a^ Ilk = GAS GATE - �y\l' = MAG NAIL1e �7. Y\ S t a =WOOD FENCES 6657 0 o / LC.PLAN- =OVERHEAD WIRES \ ' N/F sml IA ES s< '2 \$, GAS LANE -a - $ @. El = STONE BOUND/DRILL HOLE = CONCRETE �•oc, t6.4 " 6'.e6:. :t,�• .}�",. = FOUND = CAPE COD BERM 16.t 6.1 LOCUS MAP �__-• V \ � 16.E c \ SCAM I!=2000' g Area Requirements \ HIT,JOHNSON LOCUS NOTES i AT 110 GPD/BEDROOM-550 GPD 59%FOR GARBAGE DISPOSAL _N!L-GPD - PROJECT BENCHMARK:DATUM-NGVD _ £ a \Mp ar,ll TOM- HYDRANT iEIEV.=70 0 ELEV.-IC68' = 3 MIN./IN A CH (CS 1) I co ON O 15.51' 4 GPD/S.F. ZONING DISTRICT:RF-1 1 15.7 'SM OVERLAY DISTRICTS: AP(AQUIFER PROTECTION) ; sa I t . LNG AREA OF SAS.: 1 RPOD(RESOURCE PROTECTION OVERLAY DISTRICT) 0.74 GPD/S.F.=743 S.F.MIN. '3 \ MINIMUM LOT AREA:2 ACRES Vt6. 5.�} MINIMUM FRONTAGE 20' �•IEM :�;;E-4ALL(44'+12')x 2 x 2'=224 S.F.I \ lb UP d 16.0 x I5.7 N \ - MINIMUM LOT WIDTH: 125' - BOTTOM 44'x 12'=528 S.F. g \ 752 S.H:, xt5.7 FRONT SETBACK=30' - SIDE&REAR SETBACK= 15' 1 1 TINE LISAFUNO DISTANCE \\ ( y2'�"_i. I L7 N Most w 26.14 R H79.ry94 � WOODED \ 14-PARCEL 52-1 r_�` LOCUS PROPERLY IS SHOWN AS: l2 S SB0752 E IJ.13 . ASSESSOR'S NAP 1 \ g} QI \5.6 PLAN REFERENCE Is. `"rR� °°�' zo•� p�e1 / x 19.e14.8 \\ I �I 1 LAND COURT PLAN 6857 0-LOT 19 t5 C2 1200. 20.0E gg 1.9 \ W 14 \ x .6 15. t\ LOCUS CERTIFICATE OF TITLE CIW.739 A r TAR \\ FND 5\6\ ,_,_%- \ 999� ) 15.5 COMMUNITY PANEL NUMBER 250001 0016 D a H1�9R�T I/o �lq\ l.e t1.9 \ ,i.9 i59 gN\ THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES 7 p-,1014.69 g 12 W µp0oE0 x 14.7 Qy•T' / 5Se I5. it C.B,&VI1(EL= 16)-O.EE _(ZONE A14-EL. 12) [ t\ S� c�i .(\ a,B 1.6 �' \ ,o/ S. op� 15.3 FLOOD ZONE LINES SCANNED AND DIGITIZED FROM FEMA i B11 x 19.5 �9 1s.la \ FLOOD RATE INSURANCE MAP COMMUNITY PANEL NUMBER s 12.300. FH ` aD� 250001 0016 D DATED JULY 2, 1992. * 3. \ 011.9 x14.6 .6 THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND \ 9YlG 0 `1! \ + TST PIT 2 ` x' •, \��1' PLANON S� AN ON THE GROUND FIELD SURVEY BY THIS FIRM 03. - PROPERTY OWNER: / MINEE 593 SEA VIEW AVENUE NO INUI . 4,1 �. t6.0 ' 60= O/ + 13.9 - \44.0 1t LAWRENCE B.COHEN,TRUSTEE /.o• 1 e tk T3 99 FLORENCE STREET,BLD.50,UNIT 5A 1. x 13.7 1 s CHESTNUT Hill,MA 02467 1 �'.as FIN FNBN I N/\' Le.PLAN OB57 0 3 3 IES,Y PIT 1 r 3 PAR11.AREA ro MHW 13. GENERAL NOTES g $ W 86,281 t 54 Ff. CY 171 \ � 3/1 2.03 d:ACRES 1 \ 9d6 ,"`T, t3.1 33 I ` 3 l�\ + \ ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH \ �� - b 3.2 ;Ix I s 1 $ x�4.6 \ TILE V AL THE STATE SANITARY CODE DATED MARCH 31,1995. 7.MATCH LINE ANY LOCAL RULES APPLICABLE LINE / - - �- 17.3\ q - �_. / 4 r ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING xl2'9 I} BY DESIGNING ENGINEER LAGS DATE:April 15,2004 \ '' f4,0 4 �'' WHEN CONSTRUCTION IS COMPLETED,PRIOR TO BACKFlWNG, 14 Sqg 1 a UP d-I 4l \ NOTIFY THE ENGINEER h BOARD OF HEALTH AGENT /ALUATOR: BOARDOFEMTIiAGENT: CB g 1U� 1 (�Q x 4.6 FOR INSPECTION.,_ 1 D 11 LA J / i 14.4 I/�4° 'A.Wilson,pg $ David Stanton I1 LAWN f Q FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. TEST PR 2 %� '><I13.o , r�9°. LOT TEST PIT 1 ' 19 9L ` L.C.PLAN 6857 0 _ $E - 13.Tt G.S.E = 14.2t z , �-� 3 I3Y7 T y 1 THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 1 RUST APPROVAL BY DESIGNING ENGINEER x 14.1 ( N/F OSTERViLLE SVA REALTY 1 \ U"AP SANDY LOAM _ \ 16.2 - SANDY LOAM 10 YR 211 e Q \\ 14A 10 YR 2/1 B' 5 v 1 ALL SANITARY DISPOSAL SYSTEM PIPING TO 6E 4•PVC.,SCH 40 ;ANDY LOAM SANDY LOAM, r _ ' �15.7 EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING f0 YR 3/3 2D' 10 YR 5 6 ( x 13.5 II / ,� SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5',PER C1 12. �I LAN Qp50N00 GIS 310 CMR 15.255. TEDIUM SAND MEDIUM SAND • I x 9 "OX an No.9j trsl 10 YR 5/6 48" f0 YR 5/6 L2.o ; �,ISA,ay]a10 Tn H ON ALL UNDERGROUND UTILITIES ARE APPROXIMATE AND x swnG Tout H 15.9 ApOH p,dt 1 SHOULD BE VERIFIED W THE FIELD PRIOR TO ANY C2 MED. tfRII CONSTRUCTION BY THE CONTRACTOR ED.COARSE SAND COARSE SAND B GRAVEL 1 1 L ....:.: p0.� i 10 YR 6/8 BO' 10 YR 7/3 1 te.�. .'',`.,' ,._:.,•_`.':�. Adif Apo pPyt6 t6.1 SE 3x C .� ._k...'c . 16. 6A L P I 3 1 TOt•.. '"'F" MEDIUM SAND \ - �, LAWN -t.,:. ON FIND PATIO MEDNM SAND 10 YR 6/4 T � �;�=:r. I��:'�Aa:¢M::° � - 10 YR 7/4 132' '' ` at FQD DlODUTRFJED HD TM,m ETaoDNERm 1 3 - 'SY•..... '.::. .:,. .S:_ .. i7.9 , - SE 3•4301 - ePelE To SOAK 1 PR 12TopVr.C-! +:.• I7 . p o i5 A. T•O + x 16.9 CONSERVATION NOTES �.B l%"�' _ p 1 nA to ,q�I , S0..' O x 16�3 i6 7Biy CB 91' 1.ALL ROOF RUNOFF TO DISCHARGE TO ORYWELIS-0R DRIP TRENCHES. / oyp 0 Fp.O� pp'WQ I7.0\._T E1:=16. 4r• .af 'A op J' Q• &WH �-15 EpSTING STONE WALL 2.UNIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE "' i•�' �-re__J 5 1 ./ J f !Z TOP OF COASTAL BATH T'BE MAINTAINED FOR THE DURATION OF THE PROTECT. . / \� f•6p1Y' �'� N __$•� STATE @ 7DWIT DEFlNYI� •6pP� �. -- -I 4 lr /�� 3.PRIOR TO STARTING ANY WORK PROOF OF RECORDING SE ORDER OF COMMISSION ONS ����''L,�¢�Qr� l65 1. /� / 6 AND FORMS A h B SEAL BE SUBMRTED TO THE CONSEHNARON COMMISSION RWG!}xB RUSH >(, .� 1pi��]Y' V.� '""---' y9'i / //� 3.8 ALONG WITH THE REQUIRED PHOTOGRAPHS. . 14.2 2 P Cit 4.THE EXISTING BRICK PATIO AND STONE WALL BY THE STAIRS ARE TO BE REMOVED. 1 5.BUFFER STRIP PUNTING TO BE DEVELOPED IN CONSULTATION WITH COMMISSION `nI0 4Yi/ / ra o STAFF.' GON1r" E705DN0 .1? LAN/N �gB�3i Y dyg51 Ho.659 50'OFFSET FROM / //: ,' i / g O,vx /•r 51-13.SEAWARD FACE OF STOHE WALL HE I x 15. IRWGHRUSH 14.x 'D•9"! GBI ETd5TW0 BUILDING LOCATIONS PQl\` 1 //' �/ 4 ' V TOPOGRAPHIC PLAN OF LAND Ai \ /� 9' %/ x$.0 � I CERTIFYHE THAT TO THE BEST CE WI KNOWLEDGE THE FOUNDATION S9 SEA NEW AVENUE.OS7FRNLLE uA O 6- , ,�a �• - �O SHOWN HEREON W COMPLIANCE WITH THE MPIIfNlLE tARHISTABIE Ii / FOR ANDREA ZAWN' CABANA kp'" V9 ZONING DISTRICT ION INF AND SLTBM2L REO1AFt AND,IS AUGUST 20'1990 `�� 1 i 9/4.�% PT e'A� ��• LOCATED W RELATION TO THE MDNUNQOD HAZARD AND IS BY BAXTER&AYE,INC. 0.p.�100p'L� �r , NOT IDCATEIH.WITHIN A SPECIAL FLOOD HAZARD ARIA - BY /// vU ., V THIS PUN IS NOT TO BE RECORDED NOR B IT TO BE USED TO ESTABLISH PROPERTY LINES. . H• •w� Y-� FESSIONAL LAND SURVEYOR DATE 593 Sea View Avenue 12' DESIGN SCHEDULE ELEVATION TONED GRADE GRADE TOP OF oUNDATIO --- Osterville,Massachusetts COIMPACTED FILL 38"MAX.-9• IN - FINISHED BASEMENT FLOOR - PREPARED FOR . ................. ... ............._...... . FINISHED GARAGE FLOOR --- SEWER DIVERT AT FOUNDATION 12.1 593 Sea View Avenue Nominee Trust 3//4"TO 1 1/2 •. T•r DOUBLE SEWER INVERT INTO SEPTIC TANK 11.9 ' INED STOI y:y -- EFFE WASHED STONE EWER INVERT OUT OF SEPTIC TANK 11.fi lf� S SEWER INVERT INTO DISTRIOUTION BO% 11.4 Wetlands Permit Plan-House Construction {{ gg I 4L SEWER INVERT OUT OF DWI RIBURON BOX 11.2 -T N0 SCALE SEWER INVERT INTO LEACHING SYSTEM 11.E --.----=----T BOTTOM OF LEACHING TRENCH 9•U - PLAN OF LEACH CHAMBERS PLASTIC LEACHING CHAMBER .DETAIL WATER TABLE NONE OBSERVED AT Ea. 2.7 BARTER,NYE&HOLMGREN,INC. NO S Registered Professional N• TYPICAL SYSTEM PROFILE Engineers,and Land Surveyors NOT To SCALE 912 Main Street,Osierville,Massachusetts 02655 +u' SrEPl1En y�. , F9151®GRADE aura TOP of Phone-(509)428-9131 Fax-(508)428-3750 r vuHm9nox FlA3Hm DRADE 017R IAMt 15.55 FINISHED GRADE OVER 6:BOX-15.04 fIN6Nm CHAOE OVER lElplfixi IAENLW=1/.43 ISEEPEa 30 60 �i 'n FIRST 2'(TO BE LEVEL) 9•(min)Cover SCALE IN FEET S/ n 4"SOH.40 PVC n 4'SCH:40 PVC O 207< Aeni O 2.011 36"(max)Cover v•r9d• 0" SCALE: 1" = 30' DATE: 7/01/04 STRIP^ 4•SCH.40 PVC 2•Layar I/B'lo1/2" FTTIISI® ";�� mTTsmucT aa•Lss •: ,n Peaet.. IIINo REV. DATE: REMARKS ITA519TOn ;• 1rAFaTOIEOhAOaEi ,� rd •• - -1- 8116104 Buffer Strip&Notes fIWR ,I�k TO 6'roNAT 6'CRUSHED RmTFORCED Do ,( STONE 4"FVD -2- 9 01 04 rev Carl re Fld Zone FOO11N0. �,�,' ..ail;: ORAX6IC NUMBER 0: 2003-044 surve worsht 2003-044SP3.dw 5'MIN 2003-044 - 200E GALLON SEPTIC TANK TD���UI+A IEVfl DISTRIBUTION BOX Sf4HLL BASE -No Groundwater Obsery d O FJay.27 TO BE 6 AUFD ON A LEVU 51001E ELSE 0� _ Cara_ ...• ABBREVIATIONS MATERIALS PROJECT: MAHNE "HOUSE qrtfP-Tn� W U V CY Am aboYe iP flnDlaee M;- realm � AfF abr,Hnl.h floor FS flrasbpPbp GI lter.I; ® .'a99IMt! 141,flVC0YWICT PILL - -593 SeaView Avenue m Aer .osNiet en. p Fine, AL Can Itnpl AON .dnmfve FP fleeced biter RID Wan leader AIJ edau.ni FIR fl:..f RL and order Osterville, MA. RAT - - mausbble PER rlem. loorlw P,F .loran. I.S.—An. -a..—."— GT albm,te 11.91 . flan"din ISINF ...role;(mat) Cara u a,mtnm irA fluan fr m(ml 19 rovalrm(.)an .near FJF fom Jefnt faller ADS .11 leen inets"ean COHCRETER SN miner belt FA fean.1,1 fetter HET .ta nin AMOO A.&ad Frfi In tin HEY n—sed - AWl •mlteme 1.1 rx; revo0etlm RV r,dpv not Loam awl.INa1MY.a as da"ammte G fr•m(1n9) R rteer ARC' .raalTmt FAR falw RP roof(bl) ASNO Cara.toted br etmer RA gem•pew, PD raef Irate ,eaRafw..a.TT ta.faAnox ' ARCHITECT' x uPN mpb)t BAR beep. RN m Cara. .- A. E. FERRAGAMO A.I.A. 6AF bef/le 4T p.lYenised RO mW.P.Alep - l+ tWH9RN HALL eoum BF benler froD- Ot ;Im. - RS rauga 1 Dan a:.vi, wax a, ne ,boar REGISTERED ARCHITECT. L.L.C.yeah b" so madda CpIANara I— Am 1t rr �i eu bnee G prod. SRr .Calm' - - 133 Falmouth Road Shellbaek Place BuildingI Sake D d _HET eaebm swu pm.m do nee HI .bee.Cara,. Cara - -Cara Madhibee,MA. 02649 , (508N177-6223 2 ® BEY hue,led) ANN a.9er(A) SHitl m;etbn0 ILA an be.A, HW a.M. SHIN .Mn91e Is) - ALI btml.,n. O10 R' Made,. ,Ix elal,Ai DIMENSIONING GRR bleckbP ,0R h eder SSE ,tell., - m bard WAC Aeatfnphentileting/ a slop.(a) BS bath sldas - mr.M1llmlvp s< emote f Ca -Ahte fee —d by the Architect. No part Of thin drawing or tho BUT botban - of "101 us .aeoM fall,fan - de61 Address ell Covmunlutions re9eldtng.this Hark Adw bnebt xG blgh.1.wee, sc .vlld cv• - fA-c Sm and iaf—tion indicated may be rspred—d 1n any form or Rod far to the Arcnttect'bt the address listed. TRW brldpbq a Hp nM - SP .D drool e erns Ndldtnq .NO boltmwte Spy atnaime Renal any purpose without the written pertvieaian of the Architect 1D/1lG4 CN Capped hip W btlne.d.l STn abaderd _ CENTERLINE - _ OF PAIf1if10N - - n .t l.n xoL ha Handal Cara sr Cabal - CR e:Mld eid9a Cara - An Ms.bib M .range - - - - Cm cs.at IF b.lm race SIR air-..(Al) b ^ OR .tN bmfn In 1ptarl" SINS aub.tnte - CIR .111.1 INS Imuletbn pN .now 4 - Cf sremlc rile a Jutnt HIS Arum CENTERIJNE N - CORN. eh.AN.1 - J J.1.t TRIP -aw,ed a e OF DDDR - - - - Cm elepb,erd LY lapped Yeller Ix[ wick(Ann) ^ Cara CIA dal 1•nie1. L leeptAr)Drag - TRR brmbitl - CL claret BEY leant T" lande PtrNtl. - - COL evenen + ET saber TIfi Soap.hOro.. • WIP Lammed, IS0. owns" rev TY b eutbr - Cara Cara OUT— mw.mt Is1 NI ma.aPemw T needCara d OOEFNIMNOOW Cara - CONS b M a I - 11P v Teal - NOGG NAME _ - �:.-^ CA crab Re i 9 i., RAT aceb n aerut COH convene r raft LET oral - 9mNI maarlaymmt - 'A .A. RIN An HIS 111" - con ..A.nine - RP aal t b riser • YAL biley - ' COYf .nHmovs Xn ml ttrte realstmt YR ratter WI semi Saint M molding Y9 bpvr baler CBS .mac(e) Rf. move(all RARE —".I OP danen"afb9 A omen 'Fix vlvyl "• ` Gan tle.retiva NCA murbuftible hearth YNC rim.nelteorerin9 - Cb• PACE OF _ - - SET detail RIC rem in 1.—1 169; mferbasN - FWRAMINO - Od. dorm. - ITS net b en.l. - VP n ze; f(bg) ON done - 'OC unt.r 1.) W b.O.'atelpOlnp . OS deb3mm WC am.,np - WF voided ran fabric - DYp drmlw _ OF evtaIda face - G edo",W)iimb - _ - G -dam HE aanrAnn - . thtta cedar ap�•v. app�pp� /.q� Ei cneton feCa dap emAvea-door V r1ae.Ndtb Cara LIST ®■ DRAWINGS GENERAL NOTES - •era. EV eW nY PAT peat(ad) - Fin Nndoe ttAx alai",.1 FIG. panel 0 toed - a .1—In PAR -Parallel - 1ST tarki.9 Klan - - pertld.(A) AD eawliar PART p•Ymael WO 46cd calpl9 abae COVER SHEET/GENERAL INFORMATION. - , EKG ..1,sing PERF ..Kmb6 1. SEE SEPARATE DRAWING(#C-1 REV-9/1/04)PREPARED BY BAXTERt, - EW aelaaaa loan) PERP D..adinal. - NYE AND HOLMOREN INC. FOR EXISTING TOPOGRAPHY, SOILS, , EAT e.brbr - PAT Profar.va Joint fill"= GI OUTLINE SPECIFICATIONS PROPERTY LINE AND ALL OTHER EXISTING SITE INFORMATION AND - ERIN ean—I. PUS plmbr G2 OUTLINE SPECIFICATIONS FAS fableabed Pie nine" Intonate.bad. - - - - NEW BUILDING, DRIVEWAY, WALKWAY, SITE UTILITIES, ONSITE FC bed eme-. FLAK pleat..had... - SEWAGE DISPOSAL SYSTEM,GRADING,DRAINAGE AND ALL OTHER - - FEc fa..mbn;cmc.b HE Dim Al FIRST FLOOR PLAN - NEW SITE IMPROVEMENT INFORMATION. Cara - Fee If,. — rem Der.uua - A2 SECONDFLOORPLAN'FAA ten nellabe.Cara PVC KtyYinyl empride FEAR feu ea1.t1¢p ne11,ben PAT puler Devoted fumer: ROOM FINISH SCHEDULE 2. ALL WORK ON THIS PROJECT IS SLJBIECT TO AN ORDER OF Fxw. t I— aarnelaee. Pte pn..c calcnb FINISH CARPENTRY SCHEDULE CONDITIONS ISSUED BY TfIE. BARNSTABLE CONSERVATION FIAT FaceFRF feCa rove mmbnp) � Hre' D.rbrl.aa Cara - Cara my rep wad frem(mg) vx vn.aed mb1 _ A3 ROOF PLAN COMMISSION.CONTRACTOR SHALL OBTAIN A COPY OF THIS ORDER i Hen rah one ened f.mlt.9) FT Hra•ane-,ead - A4 EXTERIOR ELEVATION - PRIOR TO PROCEEDING WITH ANY WORK AND SHALL CONFORM TO - „ flb.lus In aoarrr tFie - Fax ne,m(ea) RAT reeb.t AS EXTERIOR ELEVATION - ALL APPLICABLE CONDITIONS AND REQUIREMENTS. - - A6 10(71EERIOR ELEVATION A7 EXTERIOREIEVATION 3. PRIOR TO PROCEEDING WITH ANY WORK, CONTRACTOR SHALT. - - - - A8 BUILDING SECTION Cara :. ''• _ HAVE THE•ENTIRE PROJECT LAID OUT"ON THE GROUND"BY A _ R SYMBOLS BUILDING DETAILS LICENSED LAND SURVEYOR IN CONFORMANCE WITH ALL OF THESE A9 BUILDING SECTION DRAWINGS AND THE BAXTER,NYE AND HOLMGREN DRAWING(S). _ BUILDING DETAILS THE SURVEYOR SHALL PREPARE AN"AS BUILT"FOUNDATION PLAN REFIREHI OMW Al!) BUILDING SECTION WITH HIS CERTIFICATION THAT THE CONSTRUCTED FOUNDATION ®N sire NORTx A� UNiFE�INNA I AOTHA.O xIRASEA BUILDING DETAILS - � CONFORMS TO THE APPLICABLE YARD SETBACK REQUIREMENTS OFAll BUILDING SECTION THE TOWN OF BARNSTABLE ZONING BYLAWS. - ei DETAIL Cara. BUILDING DETAILS - - - A-t aEFERETLee oRAxn,m xw1eER Al2 BUILDING DETAILS �N ewm.xa NOBLE 'A13 DOORDETAILS 4.. PRIOR N PROCEEDING WITH ANY WORK, CONTRACTOR SHALL MEET'ONSITE WITH THE BARNSTABLE CONSERVATION AGENT SND =I"TES SECTION xlxeEn� A14 WINDOW DEI'AnS LIN A15 DOOR AND WINDOW SCHEDULES SHALL THEN MEET ONSITEFWITH THE ARCHITECT TO COORDINATE CONTENCING ACCORDINGLY. CONTRACTOR LiTinsROL OL CONTROL POINT OR wTUN C 0 DOOR AND WINDOW HBADITIt SCHEDULE AND ESTABLISH THE EXACT LOCATION AND EXTENT OF ALL SITE - ad RIOT,N..M.MII SHEETS AntUTILITY ALL - - - DIISNAfN1DOT f'-•WNICN SECTION IS ENOWN� S1 FOUNDATIONPLAN SEWAGE GDISPOSAL R YSTEM WORK AND THE EXACr TOP SIOF' _ FE_LINES,Pie TIONE,M.ELEVATION LINES S2 FOUNDATION DETARS Cara FOUNDATION ELEVATION AND SITE GRADING ELEVATIONS. TDECK _ DASH AND 0016tE DOT tore _ IDHI S3 FIRST FRAMING PLAN FRAMING PLAN vROPemr uxeS—AotlxoART urae tt S--•-------ITT4WIFiI-� S4 SECOND FLOOR FRAMING PLAN S5 ROOPFRAMINGPLAN DOLT®LINE - HWDEN,FUEORe oe Fx eTttTO CONST.To EE REtE t09m SECifOx S AIO/9ECDOx i1FFF1RICEe BREAK LANE lx l"TE90ETA11.NWe9A , TO SNEAK OR MRfB OFDwWINO e e ^ - ' 4 O WINDOW TYPE IMIOATES OMWe1a BI�TaN WIOCx RETAIL I9 SNowN - _ - O9 DOOR TYPE WrAIL REptTi ES Cara.. _Cara.... Cara Cara The Write n Outl1no SpaciflatfonS Information mntatned to these columns on these Onwings CON_ C0.ETE eumplemnts the dram Information Contatced on All these Drawings. Comraetdr shell SITE CLEARING - BOOM CARPENTRY FOAN SILL SEAIER throughly famfltartza htmaelt kith en raguiremons ens lmormtlm contained herein Ind 1. Site clearing shall be as indicated m all these Drawings and specified bernin,or AS i• Alt e°ncreta work shell,Am as UttleSted on e11 tbne Drawings and specified hereto. 1. g°ugn Carpentry sAa11 as es lndtcated an all thus Drawings and specified herein and 1. Foam sill Senior shell lea as indicated°n etc these dm.l.s antl specified M,.f.•eed properly caordimte nil these Crawl S and OMlia Specifications to produce the Drops, ,thaMse my required,and shall Include removal of tree, end other mediation. shell Include,Aanerel M-all structural end nonstructural mW framing. sheathing, stall bememlectcrotl by,or epuhl'te.Dow Chamlcal O.S.A.•Ethmanm 221'.and tn.milee amp geired throuphoue ttiz proJeee. clearwg end prohbinp.tnp.ell stripping and protection of tines and 2• Concrete shell be "Ready-File type:c°mplylRg wits ACI 301 and 31a,and ASIR c-94 blocking Tarring.flne'uppl.g,salts,decks.ed mils and landings,exterior trio. to eecon conned with the manufacturer's ncae datims. results and complete the Contract work re g• other vepaunion m resin. Owe ntly.clearing shell be performed within 10'of other refam"ma.and the following: Ca"ent shall be TYPE II complying With ASiN C-150 .sing and Soffit..and all other Carpentry Work eat specified elsedoem and WAR is GENERAL REOU[REPENTS f Contract wen;prior to bee7nal"g clearing Hark mat with the Architect at the site to reference;Atr Content Mall be 4%+IS:Strength.hall be 3.000 psi at 29 days.except Generally not Expand a Haw. Lumber products stall amply with applicable P320 SEALANTSAfJD e i let 1. The Contractor's reapans7b17fty shell include all edeiM ttntfan,SepeMsion,labor, detertolne the exact extent m tsi'work. slobs shall be 4,000 psi at 28 days:Siuop shell be T te 5°;Aggregate shall be 3/4' reference specifications. Ply.00d products shall Imply With applicable PSI end APA I. Allvubn hom,dLip�l6embdimled ma6d Xim D,ow:wasaad tped'md here:,and dna 6a mxterlela.teoi.,eev7pnnt.servican.7munn.s,permits,tn.pectlom and approvals di tar. Concrete mad far NG floor al.M shall..in°yberem, flber,reinforcfng, Parts me Stenderd referesam 1puc111aHons. Pmaium meted lumber end plywood'• roqul re°for the proper conservation and completion e1 the proJoct indicated on all R. Rmora trees,wpotatian,rocks or other obstructions Interfering With maw cmaLroctlnn - 1-1/21bs.per cubic yard of eomttte.Poem.Joint Filler shall.he Jaw Chemical U.S.A. 'hall be 'btu:can-Treated lumber-with manufacturer's stamp and ANPO °'Fai to b.,q. p.dMo.^mndawrad ley Be&Far the aPdimHvn tidmled or m wrw,e. these Drawings in accordance with all applicable provisions of the San Building Code and clear and grub stamps.roan and other debris Within areas disturbed during Contract •Eth°f°°m 221', a equal. P1mtle Covtnl Joint Strip Shall M Greemtreak Inc. Quality Nark and kiln-dried to a maximum moisture context of 29%. Coat cut surfem.of nefired.for pa application l^mom r4dad by don AMW-.1-ammaxil°vev.IF paduah and ell other applicable codes add regulation.. By beginning wort the Cantnemr Shall Work. •II PCM 0831". treated wed Ma a Ana applied flood mat of proper liquid preserntive. Rough -1-.-ended by the candaanert.Oro applimSed indicated or reemaad,mtiv the A.db.d agree and warrant that he has complete knowledge of all tires°Onwi&gs.madf7cetions. • - carpentry.hell Omply Nth OwfItr B6 of the Mssachusetrs Building Code;particular 6malamly and sbsAd°m he onch.IM.1)e°6r 1.-darrvwa.A rmrdaftemis b l-- _ schedules AM existing building Od Site and utility conditions and all applicable Remove tree•stamps,roan,racks and other Waste materiel from Omer's property; 3. Reinforcing ars,'if indicated,shall'be deistical steel red',,Grade 60,complying With attention fa hereby oineted to'TablelbBbtDa Fastendr Schedule and Section Mb.9.7 sad reamn.wdm6m and m IAllow.Propedy.6-Noir..d.*-,W mpo°awwaxi°w• adds,zoning bylaws.reguleHons and reforonca specifications and shall burning shall net be permitted. ASTH A-616 refarenc Man Minfor<tn indicated.Shall he welded steel wit¢ Ftr°stopping• .-,-We bedew radio Geed bevin3 nwonwdndr•m romie.duremmmerd{Imldl,°a6nl molly spat Imply with' q• s.1f the sea ma procure rail Person.Co ractor shall and approvals required y all eta or fabrte mmpl,raga A ASTN-]B6 refera"m- -301 r bolts.kaiser.add nuts shell bon em, Inemnlbw,,ufaem band clews Mike law and aseperly rm"ava dual rlmxp My oxma^M°r61s local eoeas and regulations. Contractor thml construct end properly tamleta all cer6on steel,Grade A.eoap1y1n0 With AS1M A-]01 rvfdttnm. a7xac far de above items 2. Keep rough Carpentry materials dry at all Limos,protect against exposure t°weather,and tong odwddli.W.orapmvarnvmeeryt.p W.vlig♦tl,vmd.pad6m.6rW-,gpsufth..Rod project Work in a timely manna,in,.efundome n the highest applicable industry ad EAffiHNDRx Shall be as indicated. Provide ell $Pass. chain, bolst°n and other devices stack.as to provide adequate Circulation. bdaia�.n«6r tram practices and standards. Contractor shall terry all Insurances me"ssary As T. Earthwork shall be as indicated on all Ness EmminBs and specified herein,or as required for proper Installation of the above item. . properly protect the Poor from.my one all elnim that my aria°(ram his J..I C Otherwise my be required.end Shall Include.9a...Ily.the.°.plate Mawetle" � - 3. Lumber shall be factory-marked.64S crossed.and Min-dried to 199 mxlmm moisture ,1DaNALH4CinuG with iris protect.and shell eat grosses with any work until the Omar has inn/Irma with , filling,enmpactfAg aM final nay,grading required to accommodate the Contract Nark. 4. Pomwork shall be Canatrmad from amtn faced,undamaged panels in sizes to minlmfee cannot. Nominal sizes are Indicated. alma noted otherwise, by detail drsMrg -- m,lmduenev agent/tegnl mutual Lhat Contrector'a fosurosce corareoea and mount.are On not tetenupt eMSting Utility S.nf.s...d by other.;Steffy Mpropriete Ruai<lpeq ^show of joined and thteknoss 40 1-1 I d1n.retng from p-mm°f mwiy-placed dimensias. Framing tea the.6-Ind.shell be'Stud Brad.'tar stud ironing and-No'2 1. All.idewvRflashkhg.h.g be Am Indicated Saa0 d Ilme Drowkgp and yncalad hare:w du m alherwia . am...t0le. Dopartmna snd�Pablic Utilities of any Contract Non that may,affect their aereime. concrete. Poroamrk.boll be.......ad Dinah,level end true.With tight Jofnn.ce G.tle"for afar light frawin0 of any eppmwd .pact.. With Vista.°Fb"600 aM regunad,in widBA add length,required for poperatl°Belao.add,begbe.032rdn.thkkmwbrake- provide final dimensions,-Napes,location.ad elevation In finished concrete,s •E'•1.100.000 for'Stud Grade'and•Fb"I.000 694'E'•1.200.00D for'Mo. 2 Ornde.' formaorprdmmed shape.,m indicated or mbemha rogWed,ed b PMInW d tlmM,p.Iwww mbn 2. All work shall=Ply Mth EPP]lcable suct/ms m the Nassachm°tts Stet.Daltding Code, 2. Fill and backfill tutorials Shall consist of natural or artificially well-nded Ind lAcateA, Fdrronrk shall be noted Mth a release agent that Wi71 eat bona with, FnA1nA 6'sod Mdar Oclt he-No. 2 Grade' many approved 'pacim with mfaiamn .eleded by the Ardned.Properly Form end Po fimiw5wp aemrolely wAh tr,ha d.mp ikw and anplu, Chapter 3b end Slated Stan Cod..Local Ades. Ordinances the St ma Imanp d.,1. p stain,nor adversely effect concrete atr1 Forawork shall he seared Mth factory 'Flea"1.000 end-E"-I.2D0,000. m-vq mnm°6d too.-1.Ins a8 F6dd,p b 6ahbp kdiom ol,er dh°rxive Mqubed,1.provide a . Procur,all mixture m moral or crashed sad processed gravel. sum and Hand that has proper p.mjts,inspections end approvals Enquired by the Sate m local Codes and bearing Opacity end drainage properties end Is free of clay,rocks or gravel law er fabricated meal Tam tier that M71 edt Iowa exposed.ads after fmmrork-,sit fore _ , f ,neutered mad f barrier Ihmuslood the mitre Regulations and Feel ude mat of sam in the Contract Prim. g tie o In -mitt.hall be filled With -- �' rPr w-vXmproe poled axarbr.Bad Mdisg b Wg than 2•In diameter,ae6r13,vegetable,or other deleterious matter. lit g, n Affect,. shebang., Waterproof gram. Pormdrk 4. An hoods for aderbr t' sin f ffB and mlhar Ir-vnw°rk Shall be wooelhfacad •oa6^I bad End aalfmbmm,wh°r°hwdrmadmaXnrw6e.vgic°d. J. All products and materials]hailhd a lmteilation shell provide openings, m/San, encnOngei. Inserts and ether r�h4 m A, m,te,ewe,w specified on all them Drawings;Contractor shall 3. Excavations shall be m depths and grades required to produce the final elenti°ns, requirements of the flnisM1ed concrete Hark,and shall accommodate the requirements m 4Ywsn CYP A>:eK -trurpbANS5,Vila'5h[et5 ,b.hapm and 2. Provd°mi.2516.6adrogor,hmlflmhb.wh..idlml"d. net subst7[uta any item or rethods Mtbout first ebalMep the ArchInn's approval. 'ell other tr°du. F.-it shalt sat be rmmree until the placed.-to an support dem,A.adlml°d,Imhdl all A.R Gem h,.Ifar -wllh the m.mdadmer•and dlshbdara grades,aN cress-sections required m.eromodet.to Contract work fedfca[ed antl Where specific Item or methods haw°oat ben Specified by the Architect.the contractor Its a a weight WithOFM damage;d°not damage concrete during removal. indnd6m and applicable provhanf°F thah Tnw•T.ddAnwr and m Wimled Install a0 codas,and Shall select m appropriate manufacturer or method and Submit am for Architect's shell l levee sough a allow for formwork. vatiMetfre of utility services. - impectlom.eta similar construction. Yam excevatians tree from a«uaulation of Irbwerk m 15.6,mphall Fah.pY a etr4,m top of Tynk underlaymeN p.por.Prat to prommdtne RmF VENTILATION approvalle prim to installation. All products used in the Work shell lea produced by Water stall tins. Naterial that bad bean excamatl maybe used as fill or backf...if 6. Bafen placing concrete,inspect Completed fi nwrk fastetlatton mtl tddrdfnete With w9h apt•eated=hbn,casing fwcl%Mud,SaR9 and Alber hrnew,k,the F:anlrod,e.has edrodlnale 1. Ridge Vent•hall be as Indicated on all tbmm Drawings and specified herein.and shall cadmanle9 Mau art engaged 7n the manufacture of such tads and acceptable to the approved first by the Architect. Redave all Msuitable o,..A,eanvation mean., other trades to pemit Installation Of their work. Concrete small be placed to be mnutettend by.are 1 to.Bemiamn Cod k 'Model Rollume.Hall.me....ties Architect. «°rdanee With ACI 304 reference and the followin• Concrete shall be laced all Final.dual fain dbmnsbro with Proper ddawAO couming layout and ablda Areldleai required for q°° y°•tram the Diner' property. ° g P LCOM-lur dog nova°In.dkmrotem and/or dde-11 courdn directed 6 A.d00d,g f an a proper inztalletltd In eGcordanm Hth the nnuincturer's racoamend.- nutinaously sad close a Its steel Iautian:Fresh wools-all Out be placed m aPfuava 9 m Y tiom. ' 4. Use adequate nu hers of skilled AM.Whore ngmred by Codas and Regulations.licensed 4. Do not perform Filling ar Backfiltfag until concrete has attained sufficient Strength m hardened Concrete without Architeet's epprawl: Prevent segregation of component cecomry, tradcamn and warkons,Wan are thoroughly trained mtl fully experienced in ,he required properly support loads imposed end until ntl tests or ispuctlanz hove bean eoopletea, materials during placing;Placed concrete Shell be casolldated throughout formwork. 2. Soffit vat small be as indicated an all need Analogs and notified herein,and small Canoes,red crafts Md completely Familiar Win all thus Drawings.SPoelPt.t7ene. Fill end hackf111 shall be 01ec00 in layers and properly waked end eampacted a°least ..rut mral, nts and Into Harmers by mcha"ical vibration.hand-rodtltng trio tamping: 5. Boerde and lumber required far the auOPOn Or aCtethrent of other work.on cant strips. be ttnmfa,tured by.or equal a, ma A gDNT'hlBadlel Ps-q.m^Strap Yll1t,alai mlwd'¢, Cases, Regulations and related cenCora.end the Dropur methods required for the 95%of It.am dry density,or as otherwise say,be .Rai"forcing.hall he maintained to proper position mile Placing anmretel CmCrAa with all acme.-ells. mqulnd for a proper Intallatim in ,curds^c° With the case let of this ProJect. a regnred,a parent any wetlamem a1 shell eat be laced duria weather that Could dame or reduce the strength without Duct.,nuiler.,blocking,furring,lMgeri,red ar PmM,AM similar members shalt be manufacturer'.rec°aandeHau. ctrecturee or ffuiah predea. R g provided 1n alms•ghopes end species required for paper par(orm"ce. Architect..approval:untreie shall be cerm In accordance Ma IIC[301 reference one 5. Use all mans necessary to protect all materiels and work befors.during,mtl after 5. Uniformly And.,compact,.it..and finish all disturbed emus to he free fro.irre ular• =mtM fro pmmtare drying eta axcezatlely but or cold tenpentm s.1 Repair.Ed 6. Plywood panels small be facto appropriate 9 WOOD ROOFING SHIN6LCS AGO FLASHIWG Installation and omit the Contract Mirk has bum completed. g ry Harked with the° to riate APA eertlfl.titn markln s. surface changes. finds ones to drain away from siroctmres and m prevent pending. Detch any'Honeycomb or°Mar defective ronena es directed by Architect, types end thickness Indicated. 1. wood rouifng shingles and flashing'.ell be a.Indicated a.all these OnMngs and p Expmare 3.Fir,fro the 6. Provide temporary water•electricity,sanitary facilities,beat.weather.Wiwi•ad Gnded Ana shall be mad moth and clan"and left prepared at elevations as required m properly an m d.te topsoil am landscaping. 6. Cdncrea ila6s.ball Do Placed es specified°Haw and as folloH: Mare indicated, .pacified berets,aM•hall be Cortigrado Red Cedar Shingles,He.1 Blue Label,1B" rr^rav""'' Ware or Maine. building closures ant. safety dewins. Cmstnttidn safely an0 7. Provdo naW,d.ples'm.vm,belle and an other comhdrbg dwiroe of proper type,she,malarial And 1mtn11 unpmcturad mntlnnus 4-mll polyml'Lore maerl8r of manufactured by Ste-C°a Perfetf:t°ns• °nth ahn71 he 1nsa17M to n«ordanca With the Rod Cedar shingle one � M1� PratecLion of the wriam end public and adjacent property stall be the responsibility Products,Inc.,•TU-TIIF PMth la lopped and turned heck.eami Concna shell be waned Rnah for aa-m,h-ft and almdoneni aF aY roma.foi.Provide deal home..ad I..&.onduV, Ganda tit'Shute Bureau remain ailed In and as follows: Install C ar shin.on e o '�. D aP the Contractor.wad stall take all measures mcessary to prevent Injury or damage Am Final nigh OMAN shell he held 4•meet then the finish grades indicated.after all true el lac withfo 1/4'IF 10'PD eq,d to Swpmn Alnufaduring products whero Indicated Ar Albervrla required 1. R_ ell people mtl property. compaction and settlement,to properly uccoomtleta odners landscaping wort. D MpanySh-re an the slab in any dire pitched Slab in We aproduce mid, continuous layer t an 2S law..°coal.felt with mar sh 6•weather lzpuanre antl tTSI,t - sell be fleet seeoth am free m sumps or be11oWa;Slabs shall he pitehM n ant"wfiere wain wok kwda,type,whsoand Noah reemmanded 6y mmdAhlmar 6r Installation,lndimled USE sestet With no less than 2 stnlnlers strol ranting mils par shingle;install rontlnuour a °12 7. Prior a installation of any motion.properly mechanically indicated:Interior slabs shalt ba power steel trowel finished;Exterior slabs shall be lmdOpad 9aWtched home•.and lim Ing mama at all Exterior plimti°nz Use h°I-d •lce and their Shield'Waterproofing Abram,e,mama°cturad by N.R.graca ad Co.,rat V 9 7. Ma7nnfn Job site and haf7dlnp clear of ell tray aed donrtz et All times and thoroughly Y eompnct substrate below ap piled 9 all O.erete work to density necesOry to provide Proper sell bearing hiss for .nod flint finished With tooled roots edges. gdw.nimdF.derenmdiananbr(romlmwmk nl dmvbw.Us°d°W°n dal Fa•le^eon at all ntl an".hips,valleys.rakes,flashing lines.AM similar ands:Install shingle clean tiro entire project to the Architect's Ottmaet7an et empl.tlon of the Contract g Capacities axpom Work. At co.plettee. furnish the Architect Mtn ell Imallatlon.Operating and imposed loads. interior Finish and IrMwark- •moatme or vbw and Warbr Fra,mwark ex and to starter Add at drip edges,.n,Y4r rots aN devee{install 16-ex.7.d mead copper , 7. Prier to tatailntioa of my concrete,properly mechanically compact substrata helm view.Provide c°mlitalon adhesives whore Indicted or othmwha rem.unerded by the APA for fnvanatl°V-timed°copper Flashing et act open valleys; Install land n11 or te maintenance annuals for products and mteriais having sand. B - ,• _, SUP w ° B. provide sum fill •'In all areas Veto,Annular deck.entl rtafn At all concrete won to denpfty ante...ry n provld°proper mil bearing capati ties for flashing As appropriate. wherever required to produce a tight witorpmof roof 5 U.a 1 sed leads. purp.msind'mmed,egad to Canled,Brond.TL•40D'or dlh.prdpar model For wah bdimlad per a pper/neoprene flashing collars at vent pip. 3P B. •All[nose Drawings and specifications contain rearenw a Code,Industry and Trade �°' - "P0 - ,-• throughout; pro sized o A...o'.11ou, aN Ha"maeturer's rem-Mall.m. mqufraents,and Standards. By - I generation. t-; tags Fling the Contract Work.the Contractor agrees and Warman that he has tboraugH 8. Distant nW umm�d.warped,twisted or behind materials. Usa mtertali In lengtAa that EM � - fmiitartt with net and Shall le_P21LemnL FOLMATION WAT611pR0OFlNGANDINSUtAMQN produce a pinnm number of joints or optimum Jointing arrangements. install mmriala 2. Aluminum drip adds shall be Asked enamel prefafinedI Halm•6.1aW hrdltact 3 0 y W comply with sane.as 1f opted directly tea all mesa 9 b)' Drawings And specifications:Contractor shall notify the Architect of my refereaces he 1. Thine Dau.lam and Spe�mtam do mI provide bfa-flu ducrawbg thin work Pion-.1 of I F-Mai walarpree{b9and inwlaFron syshod4.06°a.Adleand an all OF den Drawiryp.nd aetunly end accurately to required levels and 11nu and.Htted plumb,level,tam and AQem LR ' IS not familiar with prier to beginning the Contract Nark. The references contained s d heroin and•boll lea Kdrh Mdark6 -traigAt{aeribe.ape or tut enrpanlry work ton aeeurately fit other work. Co,x7ate 3• All rod•haelm shall be imta5ad m v mnl6am vaNMg coded b codamvue wah the r"H,Q t,p-l.ad Fm6his^d,capbg4.1 be properly dmimnd and in.6d by 0lbers w Comp"m°tuff•N•Dri Mem6rore and 0wmm loeatfdn of rite. peFor cut bca pintry work for c u atss a ntl°w mYmem l7 harem snap became flee Architect's hosts far•judgldg Cnrreceness anal gw11SY of the Ca 'Wanrl'!-Dri fwund.l'nn bm6tbn Beard•1-3/16'Ihabmm g. Draper atacnreat_m mrnmdochuer,d'vacliom egEal 1.Fdenjem6 O6dykt lnc'Cedar Breather U.derla mam'6doned Rj� - other work. _ _ _ y d€S 2 Commdm Ann be rnPawukde For a-ardindl"g Hardly mw.plelan OF this work and Pmlmdk,g a, mare _ I4_ -_ _ _ to 3WkraaOre Fohmdwa6ed Abeva Ii Hark vMraver m designated. axcep gro cA Prtled cemplaibn. 2 Properly prepare or I= fomdmola well dad and wmato peFmg and bbuodus .l,rpr m �,;i g4.rbifbmlrmdtrA^warkmC.;d °rtalmgbl---fl wen - d Provide o mNinuna&a add Wal°.eh6W'walepr°°F vamhmne bd°w the Cedar Brealar f3 1 e 1 for Hhmdntemm unt3 P ----' - ��'�� Goods Exterior Fam,aAn Famdmb"wd&dadfnl feelings .StwoPrdd0you,omf f meow redRoof .. edge of Indicated a it all these y Indicated ed generally Lakin y fnm the centers ins er m'n6ron.Provide memiFdduror'•ulerior Foundation,v at.p,veflnp.yNam deeded lO year 9. Provide framing members of sites entl spaces indicated or.if not indicated.as required er6y leg SNuBlm atDeectiroarod.f¢,ID- roads edge of materials.unless obviously 7.uicated athemisa. YorlTy tfaltl dlmmlem prior DRIVEWAY.PARKING ANDWALKWAYS wdu IY, by ChIyW 36. Wamachosetts Building Cade. Provide stair handrail blocking and to,amylnB out Work end"°Iffy Architect of any discrepancies with all these Drawings; L Thine Drawing,and CulDne SpseS'm6em do nl aN.b infvmml6n dnmfoaa the Driveway,Parking; H.Cellamoe.blacking end framing A.indicated.or otherwiw required, far propel S[NGLE-T4Y NENBaXE POGFINO any addo A.di ctd by the dimensions Architct.o Do Vatm ].dead Drawfsim,fredide .my ans,shall .ad WaBnfay.ft,this Froj&Ind,worim doll be property des®nd and fastened by Oil.. - upport of fining mnmN°ls, fixtures, Specialty Itran, tHne and similar items. be mtle as directed by the Architect. Ds rot stele uimmlam from any m Naas .Z Cmnlr.dmdmnbetar mole fermro Bon 1'mal oddll-inn of Nwlwmk and 1 d Nuwl IALLY COLUMNS ° Firesmp concealed draft spaces With wood blocking 2'thick. 1. SIn91e-P1Y mmbman roof]-g-hell ha ee Indicated an all them Drawings and.Rallied •�O1 growing,for any purpose. pu rdbmbB y pros hwe 9 herein,ne'asll te al!O Point N Project amnplalten. 1. Lolly m IMm shell be as indicated on all tam Dran.gs end specified ant..eed equal rag P.Aune International•ayal Edge ERR Realism ,,m 10. Report discrepancies between the ,hall be.lisp fabricated from 3-1/2°diameter IS..,be.Steel tub7o9 fil led With 4.000 10.Provide stud framing as indicated with face POrPmdfcular fo Wall or Partition direction System•0.060 Fully adhered mnbnm mdplete With all wb,trnte,preparation m0°mar per y p requlretunts m•information Conntme m all those R Drawings and the actual Work conditions prior m Carrying out work;n discre anti". psi cuorea. Provide Standard basin.ups aed fut.-. Shop prim All Steel Nth end c°msWct corners and intersections with eat lux than three studs...led..0-1. materials And a cessories naceamry for a TnPi-n •ad proper.installation in gg w shall be resolved a9 oirected 4Y the Architect. y D rest Inb161ting paint. .Clam all bearing durfaGes prior m Installation and tma11 tnoicead. Provide trimmer and single king studs entl befit-up hinders at all opening -to with the a nutacmrer'a.-detam,. Beef board substrate shalt be Yo - SITE UfILITTEi lolly Column, Nth basepinte rand ups. glob anA tam eonuretely to I1nu and less tire"6 teat and dotal¢trlmar aed s1nA1e king sod-and bath-up hinders at all °Wet to Noon Fiber INenris'Stnemdek Paoflhp Substrate•L2-In.asphalt coateJ. �, 11.Consrocter shalt agree and Warrant that the entire smDe m project work call be free L ihewDrawbpawd Q,Xbwa Spedimlbmdo rat mnldn.paellebdmmmlbnde.c tagB,hwAlm, - toc 01=1099 of 6 feat or la AriPMge temlanHona chnll be had"Ange braka-famed or factory Prefabricated ,,, from any and all faults,defects or deficiencies for a period of 1 Ad Comtdm to forrdi discrepancies fully support elevations loads. Perform necessary adjusleRent. rear••sod be 1pik d to otherwise. Bu11t-rap header shalt Acar on alsoinm with factory pref7oiahed testin color as selected b a year from the data of gm,e6ddy adh6Nondidaphane,ervim,fm lh6 Plojed.CoNrodardmlldmhmmlm lha paper m eompansete for df aerepuanlea 1n elentioes or Aligmm�t. foil WiAth m trimmer stns•aM be spiked n king studs. p. y anhite°t. Prowled se+ the project Certificate Of Use and Occupancy. Contractor shall promptly repair or e&layout,eon ndermo'n.and Hal mmhecOM mater'v6,mvlhad•and de.don Each m Ibem m"ufattumr'S g.Yet..10 year tabor/zO year mtvtat Hnavey m olio completed y u replace any defective products at conditions during this 1 year period at no mat to the ut ,pulm and Shay a ad,maw anima m le true ads Pro d. n.Provtde joist framini 5 Indicated with cram ed e" ono Support eembnae reefing system. - R�a nay, Dravida .Wad properly w a o P Ppurt ode of each metier MLA n.9 Omar. TMa warranty shell eat reduce or inruildete any other applicable wenastiu or Cantrmfaralledlbdd,delaallminappdpled wgs AM o'lhm Nail)7•mnmfwmlt BASEMENT p11Ltl�A0 minim 1-I/2'of h=ng. Provide meal framing suppers and connectors a,Indicated -NpOD SHINGLES legal rights the Omer may haw agsiost the Contractor for detective Products or I 1. Basement bulkhead shell be as indicated on all chum Drawings and specified herein,and Or.tbomlSe required. Double heedem and trfmmers at floor meanings. Do oat impair x.$ wvrkeonfhlp during end.tar this 1 year period. I shall be manufactured by or equal to the INIM Company, °Nadel C%with 24 inch structural members by IS41MMAY Cnrigo or st.hing. Lap members framing from opposite 1. woad zMngles shaft be s indicated on all than Drawings and ONaTTFa URFA aBYAl DicPOSA SYS An ICEpD YclFkil extension and all hardware. assembly bola and Anchors required for a proper Aid es and provide solid 2•thick full-depth blocking over supports. Provide 2"thick g specified (n hwB e . 12. The following terms used ro all these Drawings aeon newt the following loWing neeninpi: 1 Then Drawing.and S aTaOtbm dt 1 e WFmmdf'an dattrbbG IN.work.The se t' herein end stall be squat•Extra Grade-,16-In.Mite Char far outer courses ens°Clear 'Approved"-met. pp y fa Ac Drava P m installation in accordance.with the manufacturer's ttroMuMdetiom. wind Outer blocking under Walls entl partition,noting Parallel to Joist direction. Z it.°w°o ' ns es Approved b the Architect{"Provide"-rem.furnish and Install. RYstemdmn6e mmtructadmbdmmad ovdrowags pr&p.red 6y Olhen.nd ipeeB6d heroin. Grade'.16-inch for miler Corar.es whatever sMnBles are doubled. Each Shingle sh.11 O m complain and reedy far iotmdod usai °Proper° -meson to strict compliance With 32.Provide calling be fastened with either two hat-dipped galvanized Sd shingle nits or sa lath In nurses reference spetificatiortz. a0P1i.At. Codes aM Regulations, tr the Architect's 2 Cmdrodar dwell providm a111.6m,nederbly tn6,egapmem,permits k„pdcl"am and oppronb • � � q joist aN rafter 1rm1nB s 7"01coad with enwo edge up.red nmhetl to DD R° g P direction,es eppTnable to Beth 7nst&nce. required W NETAL AREAWAY fit at exterior Wall plates. Double members m fend hinders and triomers at all laid°maximum of 6-1n.to ono.other to&eontlnuom Tk'wR anther layms membrane and o B properly Install the approved saptb,yet=Indicated b mdmm"nre to fM,a 1. Netal areany shall he s Indicated an all these Drawings.and specified herein,and opentng3. Provide Meal framing Supports and Moroccan as lndtcated or as othuwise laid with tight joints So mfHWixe.gap spoilage when Shingles dry Me and shrink. ~ u.i firvtromantdCad°-Tills Vand OR To-health And Sanitary ado.and rogdatbm Sydem.hall .hall be factory prefabricated train corrupted galvanized steel.a6"diameter x 24' Vertical Joints in any nurse shalt be staggered at least 7-tn,away from vertical Q 3�1 w 13. The Contractor shalt endeavor f°t°°rdtmte his Contract York Mth work that is the g .required. ap ceiling Joists ironing from aDposlte aides add provide solid Y thick lea betted wham b,dmt.d and Fiddled aed appwala a6ldimd b Sapmnce mgawed by the .depth, Set edges to bed of Black Plastic Goofing Commt AN fawn merely n full-depth blocking over supports. there reften abut at ridge•pla,E d7re.tly appo lte Joima 1n flee donne next below. Shingles shall be bettea tightly to trfmmn. U rczpans1611/ty of the Pmer and Sall afford the Omer reasonable opportunity to Shingles,bell be butted to 1'x 1'End cedar grand.at inside sows. �'�y above agenms Pouedntton. w a other t ird rafter der pair n ridge member. Provide rafter collar he d as distance U indicated 2 provide a complete Ms Hark. 'ct -r,the then salt .be responsibleof to any miner for or at every third rafter pair,lOOted below the ridge at pno-thlN the uistance n to properly ImlcoOed DuPont,Tyrek NAnaWmp Wemberl.l6n System in mdmmtnro wah u° �° eemni m tbe Contreec work and tim that may be result of the awoer's work or u111 Joist slaw. Ind NPoNi instructions and---.delta.at ed Militia,-0 mom ordfnatfon. � "9 prim to 6ula0rg windows (•�. 13.Provide ctnlr framing Mm6ers of tze,apace eM moil loads&4.•.Iriental,6,6g H-Wrep it-a-prodlmb6-load ho mbdmim sam Ara W .t c 0 l4.Contractor ahalT be fully end solely responsible for providing ran naministratteo. STRUCTURAL STEEL - � g F configuration required to support A -1 All wain,wilh Want Coid ed°r.Tape.Properly Install Dupont TVwek Fld.has System m an (L minidm uniform live load of 100 psi and concentrated land of Sag lbs.applied to an°wen � sppr m n 'Espectsan, Taber, as.was note, ds that wrvicas, 1"surmeem ramlts. I. shall P Sail salt be e.le St nda m all sue Drawings and specified haraln.Ou and - edeimrwadows and doombmdarvxwnce with DuPaN's whudamand mwmmndalimm a i.a tspeceidn. entl approvals,Hams and methods that an eat fodtcand on thus Drawings. - shall comply MN all applicable sanderds a4 tma MSC°S eclficatlonz ear to Poaipo. tr 4 sq.1n.at meter of treads. Fabricate ateir membdn t0 provide erect Hi With al g pu P Creeds and risers with no change in either dimension between landings. 3. Prior a oroceedlPr Mth shingle inzalletfon Cpale for Nail reviews aallpproval other x o m Dut are required or nacusary for the proper eonstroetion and completion of this project. Fabrication,end Erection m Stmearal Sted ter BMtdfngs"and AS1M A 36 retereean � exterior work and Prepare a shingle tduratng storyydle for AreAttoct'e approval Cot W c ` specifications. Provide bolts,welds and other tastesers as indicated,or otherwise 24.Install plywood panel°In compliance with applicable re ndatiou of Form E30UWB APA :bell be mad to establish A mffam appearanee throughout project exterior. All Z H required,for the proper imtallata"m Structural Steel mark. Fabricate and assemble 'hagle counts stall be level end red tra-tt-line with an absolute minim number of aq s WORK BY OWNER structural steel in shop to greatest extent pncticalt bolt field connections with high- Des10NCon.tSctlan Guide and n5 1n01<ated,or otherwise required. e q Cqq L Prior to proceeding with the Contract York.the Contractor,hall met with the Architect strength taste ors. Prima all•teal exposed to Mee with rat Inhibiting paint. Clean exposed face oasis. �_ w 9 8 to agree upon and prapirly coordinate all the work that will be the responsibility m oil bearing surfaces and Install structural.reel mmhan plumb,level.and true SN 15.Exterior trio.cas1nB.soffits and slmilnr won shell he performed 1n accordance with = 888 the Owner. accurately to lines and elevations indicated.or otheM.e required•to fully support np011ubte Portion At Accurately shore reepA fined Plumb. cps 1.trum s•antl as t falls.:t toI.lerance O �a I mLeriAls securely and accurately Htied glob.level,ran entl straight to e mlarance DKORA ern uS .. - toad.Imposed. If"a'i"8'and With-W Imameffect If 1/16•at flush Joint.{Install C.,SSled shim L D°mrmiva plastic-I.-Join be m indicated Af than.Dram"a,mad q..I.d hand"md dog As required. stele°and meur°aty mat wart to tightly fit adjoining work and dres.cut be maple.,1210.dtev equal 1.Gown t olmn mad MURSEek TMm"Plea"Adhalk Calm^wah DIGS., NOTIFICATION PREFABRICATED FIREPLACE - - edges. Cape work at rmtmna,left°,It corn..,and our(at all Joint,to ronnag Walk. m,mddno Powmalau Capmd Beam'.pi.mdgw-killyfm°°ddlMg6uro6Forced Pdymer FGRK.M.0 1 Prlor la procoedbs with am/Carwcml W rk,Conhncl.r.sag provide mht 72 hour nmim m Sales,noted ttherwise.to p.duc. tight fitting Joist.Wi a a m°I rit. th full Surt°,.test alhm °ra6.. fma.ompl.t.and MA.dda.tta DlgS f.hycdl6 l-8883447233. 1. Prefabricated Fireplace stall be as Selected by the Omer and shall Include all ceps, throughmdt Jet At 1-hoth- Install 15-lb.felt options en top ofTyvek under.it cosags '10ry propara,kl616nb eomarm.nm win,lbe nnnutadmar• and mar triaark. lWaidlam mad m fo0ows:kutell alum".in pnpl°w,plumb and tME. .G.-a dradur.l mama flue,.Mmhy dhere and elbmso iesArequilao.required for asmra,stallation air ccordanc, Ad Pent indlmlod,Elaw n ban iC®IJIy,a provide for drain,and End-,Amon,Hap red bone PPOJECT IAYOUf and Similar hnedwere end accessories regglred for a proper Installation fa nccerdanu ' 1. Prior to proceeding with am construction Work,provide services m a Mass.Registered Mth the am facarer',ra.-.deti.,And the X--afi att¢Building Code,settle., 16. Repair or replace Any tough carPestry work that the Architut may judge defective, warmly.prwid°a leas,k.b6•bmlde. d Lew Surveyor n Establish the location and principal lines, levels end exterior 3408.0 aM 34W... unsound Or.M.Mse umccepabl°•as he cony direct. . dimensions of the project building and all significant site impmv ens. At the - 2. Contractor shalt u 17.All d,e%be Bale Canoed.Ca C appropriate Sao of consmoctim,provide Architect with a building motion plan wry and identify an edeWAa el lowonce 1n his Contract Price m rR'BO Iva1.:AO fbdulddindra6laJ eomlmdlonand N ; , SIR nen by flee 6arraydr and .rtifyfng that all Structures haw ben accurately Pan ide a<onplete aM proper Installation. Contractor shall ham responsibility of -it.floor fmminWrid dhomlap sy,I-,haft be taloned b mdorennm wah Ibe-.1celormi M establtsbod/n napliamee With all applicable Zoning By-laws and other regulatory&gamey mmrdlanting all fireplace Monahan,nmcmburtibla hearth,mantle and similar details kdmdbp and m Indicated.Canirader duds mainly rew6w Oman hwaxoN a and a0 d them o Q ' requirement.. with Omar.Prior a proeeadln9 Ma cestroctfmn. Drowhwg>and.hd9 tedudefha Aalddlmmmmy nmiMAb ad bd.Bmb.nnlh.d,.at lnAmlmdm a F twin Drewbm6mremphadloyllai.t mdaInki mdlmdpdm. %2 1B.AII6m6aned,wmdu Wmbar B.VU beam and heeden dm0 be 0dm Couch Cop'Ve---Beams . L Variant brkk finbh droll be m Indicated as an of there Dmwbm and Specified hands And shmn be end Hmnd.ra M1ddled in aailmme^m wrah the anmfachaWs F"drudims and m tnGmled All b 1-t.p W 6 emmbend,AO be'ek.edmwdkAOmor.VAno-,epe,gled,orr,hmevdu prod1Ml to do am.all Vdna•Im, fd e= lmmdodued by Owes Cmnbg Calhved Sid"°medd ljwd Buick V°ner be.1.mad Milh And nmd6du.iha0 be on.mmbum 1,r- F«the leal.panbwdlmtad d.5 rks,col.rmseladedbythe Archmetwuh the mamfadueses 50•ymrdmnd°rd vocrhmryred,han X W. bet"dd0ed to."Farmmm vdih Iha hmmdad.,.A imm�mbn Ommnadallom and huhndlos Haag IS. All.starter wad deck boards and Shop.dull 6e T%C dam Malagasy wish.6m i grain And s/ G) RAB'Wtuad Stop bdel6X.n$"mm mmEdab end pr.m°dvm and As fallow.ON vanemr luck ntaraltem All deck ran and lnndragwaod mmp°m"t,shcMbec6m MciwWnywahm'da grab °'mEk ''' ' dp96e lochllod AS*level cord truth°-Foes wDh.6m lath and poffew;Band I.)-and pd- and mlorottePAli de,k 6mrdl,Mils Md handrail aeM-ant.dwd 6.ammmbled and Found wah �•U50 .hap 6e m dirmded by 16Aehn.d. h rbg,hank dm.1--I'l..2,Ordeb6n.r.l.- . - 2G. Prier to proceeding With any exterior trip..also.f...I.,move. Soffit or other tNmwork,Centreater,hall M-dint.all final face dimensions with proper shingle , - - _ coursing layout and Obtain Architect's approval. Contractor shell reMse trimark face g . dimensions as direuetl by Architect.1t Necessary. .. 0 - Thu Smitten outline Specifications Information contained in these coldeas a these O.W!"s GYP SON BOARD DRYWALL _ CENTRAL VAMN SY"M flOORING UND6T+1 eYMEM• eon aghly f the drawfamiliarize himsInfelf with l reinedquirements an Colt these Drawing•. Conirocbmr shall Byptmboard drywall shell be es imicaUd on all these Drawings and specified herein. i. Coniroctor[Dell provide a Installed to Mary manyIeall residential built-it anent•acme thrmg'1Y famtiferiio hinsalf Mth all rogHrmenis ad information contained areln and 1' P 1. Prevfde propdy kulaged APA mriHiad'pkAlad,laudmd and wndod'wssband plywood cleaner AS He laid out and Installed to Prep.r1Y fettle•all finished roam throApMut properly c..rdinpta all theca Drswings and Bathes Specifications U produce the propar ant shell be-a Rate rae by,or equal to,Untied States Bypsm•bluemard"for 1-coat udedayard pae6whae mq,fmd a dmgnalfinhi fbmanateriols the build[ aauIts and c late the Cantrett Rork required throughout this rp ect. veneer plantar ffnlahi thlcaes3 and type As indicated. Joint finish netariHs.Yeneer parr n9 and the pergpee Provide eleshing tool kit,fintbl.Mae(2bft.1.need. r ®p qproject. Coat Plaster,Inner and Outer Joint Reinforcements,Trlm Accessories,Fasteners Rod all errvin brash eSA all Nor euHa.1 zeecked by A In Hall port unit sad Hato ether materiels required for a proper Installation HMII be as remmended by the cenntaar 1n garages.. as directed by Arent fact. - IASUlATI011 RIGID RAFFLE QOSErp00 AND SLIFLVES i gypaumbaere mnniecturor. All ad as melt he Inspect In ear Projee Mor the L Curet rod and JWv-deA a_indimled on e9d[imam 1. Rigid o/Fla shell he as fadlcead Re all these Drawings ens fprclfloe lorotn, and ADS, turer'm mcemendations and es follows: Inspect all other project work U a°Wd4wASdsd.pol anmd del shalt be...feet�..d by.our equal a.Proper Yea.lac.•'Proper Yount In ad installed hemidimtdonthe Fmoh Cmpmdry Sdrdsin All mdS and shJvr dd 6e - - enars tat all teem tat Mli Oa eoae�led by gypssamaeave been coopleted and pawdea kphg tdesbL4 Swopermll'.od4d Bn'la 1. a A the manufacturer's roeomeidatlons e.es follows:Install rigid Nat surfaces to be Covered are acceptable. Install mboards in.Haas and pk.rb,6welad tanMormosedreeml,,.,d.dta to rep ba4fle 1n every raftar apace, direction that will minimize the Author of joints and fasten securely MN power-drlvm me - FIpE AID SE_OL_ A-Sy ! strewro f.steewra, Install.ppar typo of metal edge tr1v wherever gypsumaard edge I. Fin ants rtty 418M IYAHA salt be atoll have tang a ad lntall.e By n If Co.treetod mould niMMa be exposed and wherever Indicated Install 1-mat veneer plantar f work project M tcoMfmtinp a tidy Installation V1th Oyer spa KILL,CEILIR6.FLOOR AND g00T IgSULgTIDN finish,mooN IC telseted by Areplace on ell Uffons. All ;bell of mart until projaact completion. 1. Imsu1 ties.. be.s 7ndiated Rr all these Drawings end specified Mnin. Io emb°.rd d S'99'^YAND COUh"�iY14°AND RUR.T•M UNRc, - gyp rywoll keel.,face,shell be protattae ens properly finished fro from any thickness Ar R-Vales es lndlated. Fiherpl.es IneulatlRe mail be unfeced bens or ylmAl defects. Protect 41a18A from premature drying and excessively hat or cold 1. Fa6hMry.aowertopr and Ldlwwoia.I,ad he pwd,anej tad Aded.ddepo.Mybythe Owmr. ' blankets.VRIOSS noted otherwise. Plastic board 1nulHfan Shell•be equal U Dow tampereturts that could dam"the quality of the finished surfaceS. At the aompletUn Q.toasardha 6°neeponbb lour--dsrtno thmly on of d ebb weak and pne tB s B Comical Styrofoaa extruded pelymtyreoe,Vapor Barrier mall be 6-mFl polyethylene. of each phase of drjamll wart promptly roans all EaaRe,debris and droppings iron each until paojotl_.plalim Install insulation and vapor barrier 1,accordance with manufacturer's recamemanom - PLUMA!NG SYSTEM - and as follon: lntatl insulation a full thickness Indicated over Retire are U he rem Insulated,cot end fit tightly around obstruction and fill all Was around dean, 2• Provide I hr.fire-rast.tant Typo•A' APPIIAt AND WASHER ANDDRYER L Theme Don"+o and spaoTiaR.m do act Pwile mnolaaHmm°lbn deraabglhinwol,A9 of YP grysmAoerd dd7vA11 waert idluted. drY purdeaed end itedlad aspvNely by the Owcat d6`Y"Ad b.m me6d d pmpea dair'4 bereel win on he ethos lrem with Tom at0 sualmtl Provld.tore lace. Inn alDDpra et all 1. ASwimm zed b.ros ad Ar dui be mal'o-o ion,end J daleb fortlr O slab cwre,- shaa mid.tlr ' steps where Insulation will not cuPDon Itself 1n place. Instill mntlnuous FINISH CARPENTRY Gwdandor de0 a ranperubb sot seerdl.eing li,mip•mrmplelbn d tl:wank ad prol.dig U r Pkerihl.p rystAm sad dao0 P°Ada°V 66°4 amta'idq taaL. polyethylene vapor carrier to the ware fate of all exterior wells and ceilings and 1. Finish arHatry Sall be As Indicated on All these growing.and Specified Aural.end adl propel m.p6lb. ewpn.nt,Panpd.baedioan,-pp.ok fbdh.-ad AI dhr Her r'eaeary for 16_Adele whoraver lndlated,lap ad fold over ate Ham end Real with At winind duct-tape sad Hall Include,gonsmily,all fatertar Standing and running trim and casing.finish - - bet.0dbnd.aoupbb eed pmpmpini:gryNembmaamvswihem ep diumba oadva md' protect free penctures long cabstraction operations;Obtain Architect's approval stairwork and bmdrells, access Rebels. a - end all otlanr KROiEN.RATiiROOM A/•mt71FIH2 ACCESgORIES ngJalkrm od Use hklhed ganglyhde end kwkdry emdarbadSw It-to Mcs'i,rwke - prior to covering W insulation or vapor barriers. nmstrvcmral Interior carpentry work not specified elsewhere and.which is gauntly 1.' These Drawings and Spadkatbre dent provide nfaeaNae dAvbng the wori wild,bud 1, thou..W.;wajW.Prnriombrohr. m.hAd pd"am,dot^ aing rm.l wlh the Owner as ' 2. Install full well Niemen.amfamd fihergless enmd.ttenmti.g Um,.tioo 1.ell clamed to Hew. Rood products shell comply with applicable PSID end PSI reference a,sabtlod by to Owar.Caammm Ad-any And WAR*on Agee® •bhb detemine w re the sat .yd- Rssarnfid a sind I Associated-1.1,his - Interior wall and cavities and at Up of all second floor Joists. speetficetion. mNroa Swim fur then Reach-d dmr News.Ad nNe6e n ldhm ad alit_.1.sad be mnbe t Orin 2. Pvc at finlsb arpentrYazerial,to prevent dam mdce,ed."hb_mrodptlm damage. Held has ass i1pe71Nll Vpl•llgeTtJCA"t Alb ian do-ed"nw Ngiad sour n I tl_ILATEl)[X19RIOR DOORS dellry marials until all'won our s1dLr irk that Could damage materials has hen 2 AO vcros.anM deA.a pmperly bata0ed pail,bad and InrioLr ad daesdt'amard to 1. �, �rS���Sw�eamplsl.HvAe1'vrdamh' 1. bwbted adarior down dull be.be imted c all tam Drmwbgs and spa lied heanin And dal be completed to insalLtt.n cram. Do not mall finish ."pantry mtaniels.In provide o bag habbirm DS,adaheavy ume. to wank dell be A.rbded b Ili 0-.C.M.drag daemt:.d. aglh6 w.i AO of - - mandarared 6y Theme Tm fiargm dour,H indbpted andl a Iber4aon 5n6.dtd Door temperature a hun7di W-dens..that Held damage finished writ a-Installation adp.atbn tad al dddd fur the HVAC ad deal P'°aar drab ley°"'• - lam.Stull doom,H i disc ad,shoo a'4wdatd Steel 5n6°am i 5nry Door Symhne.Door.5ho1 nes bag..veinatn Proper enriroaeatal conditions until protect completion. ryNent Swaskda aB kl.,Wanted,rook Sn L Those Dmwngs end Spedim5nnm do cal Provide idomotim dmb:g the wank, hi-1,shell a s.oevy hove dam pine 6r Fuger jdnts lam6d ad dad 6e type,die,dYk fbbk glazed and aih d & Waal prod,dmandfypemdadambdlmrd enter Fn6h Curpanhy Sdmdub,fadary stied mad _rl.ddh Ihe Owmr.Cantamordam0 .. nddle'bn aaegI I andand PmprfN Calvemnmicia. .ah.1S ap�bia codes And a-healndlmled on the Door Sohn"more ad for a W.Bdbnbconf anlce wkh the kHmdTied wlh fur,doe Basin and only.very Wad mamba d mud,lido bad.Ester Joining ill m wry.d aOAfHyc 6bw and nM „g,lodm Ad the h4l,rt nde and maerd acted.m_mm.ddbnE and ndradbn And_Wones:Sol Ihaedub mamlmar an mntimpue rim a°tmpfabla I.Any nmai4A w.".Iherw®i diaka an the Rnbh Cmp°Nry Sdedd.' mdrotl prim m bleached to aand,m d err lens All bmdmbah lo6m and doer osdm de0 he "C kidamY road od sedads ad plod®a 6 0.Ct an® fmmod •pc f Its'r ad...tense Alma of dmr mN_. under Nmmml dace ere indicated union Acted otherwise by ddd naming d.we!-st spa t p-% rammed wioonRdtowa Pdm• datemdrthe-NVA � and Orion,Nm Cnarmw team toner hbin Ae O DR;b . per pelted 2 AS J,e..r d_n ad®d.a.A.II a Sw.p.dr bdagd p6e�bsd mdhh.a$me and ronb drAieme.ad sod bddSeOa_ '. ,mass I.hhmnrroa prim Bd.br Saalam mad CoaAing.Sat door OR plumb,"ad tnrfo•be,wdhcd wrap.tad of Redd.Ab,u.erJ iawcibin_ .. ___ _____ ad,.ed a provide o long.tesids4ree Ifeadahemym - From or doof pant Provida proper dsm Red Support.ad Redo door uai-IV l.plans,to 4. PHHde calls' across;and other Anchors dw7can ni props, E rr•rR a Sglra A1dD ery c'it'tr ac .. M p per typ,sea,Bonds. ad provide a nag•halhnirse Ile cedar heavy rpe;Adjw1 operolbg Ponel4 wmladrppng and finish tar secure attacaant.concealed atere possible. Set all expesea gems. INIERIORANISttES 1. Thor Drowl.gs and Sped{m11oro do and,P.Aviaa meP41.M.drrwann dambbq this wah All badwors to provide proper operation and IIgh1,waalharprsd dome Ldadecld of hardware and L Th..Dmwing.aad OutWe Spedf°mlions do not contain deluged our Spaclbbl.raelim describing the abdrtcaL phase And_Iv sYdme verh did ba m-, .,by the Own.C-bader dad r•r^^" moving park S. Oft rd any msuisehle,warped,tYfaad or hard murtals. Use materials in length ddamWrla prep.adnghymd,eodipaallan and ag data&for A,d tom tale••and dad the produce.let-Rubber / jointing g Interior fables wank roapird for this Project.The Codr.do sod work caapmdi sly lh the gw,mr .RII e joins ear aRe1em Jelin .r..eraplu Revell .d Aad7.d a dateredn.od la.fumbh tad Paella 6s6m.A°la'ul''t°°k'V'P"e'd•Pr°'�'k.p.dlmq,gtpmrAk lDdmA.°°a.4 mho EXTERIOR DOOR HARDWARE atarial.SeturofY and nmRably,to required level.eon lines and fittm plumb.level. completely vdad.D blArbr Fm6has ad weds Bem aowa.ry fur tl.mnplatS ldatlARoe of Ilia and paper rytlarn.n cessr. m wit. true and Straight to A talarmea of UB•and 1/16•aawio offset in flesh Jolnes. _.I-. vUh the Own.and Ardhit mr.ipd And Cop aooboalaln.des Red regul o n% d opPOmbb cado zed r__'.. and the h7dSed golly imda and YdoM dodmda ad - L Tam Da.wings and Spedimlkm do not yAn D1 -idle bfomdian daabig ade.f dusfar Bribe,man er.eat finish arpeatry work to Aca urstely,fit other wont am areas all cut Amufadmar...-dd!-and b O.Wi..end hldld ad best Industryend 1.6 standard. d adwmefalhbP M.CoNroarmadwryondkwmm nhbmNrodpaceforlha meet- the0 rtyrMmlhhprbed.Prtoaabal,0 .mdcow"ram a,teCeseneg.Red - roj MUM AM mitered r dpeAted shim n nghired. finish less not wort Wall he coped at and pradim. meat wife the Ovaaci n ddmda be aced akwdml,pie.and nev aydem mgwem.dm and pusdamdthb ardwaremrkddbylhe Ardhled.Mndalalbnad olherwhmhdhe_Na6ud rearm am edtercd at cmmAn and running jhints,males mad otheMse,U proms � dhdl nande.Uadraobd town tnhbmntroa palm - 1.1f oO lrmipdm tight fitting joints with fell Surface contact throughout Joint length. 6. Repair our replace any finish carpentry,work Net the Ambience my judge defective. unsound or otMMa macceptable,as he my direct. ' QISMM ENTRY DOOR AND HARDWARE(DOOR 011 - a L Odom wry dos,frame Ad hand-.6d1 6.m ndimfed.n aD of than Drowi tip and PAINTING ' b speaUbd home and loll be fabricated Red bdo0,d in waaamm to the highot applic" L Painting.hall be As Indicated An All them Drawings and specified herein and Include O s dmdmh,ghdeh'm end remmmeddnm of fin Ndka A Wad Doom Manufadaen pricers.emisians,Sales.Holm.filters,md.other applied materials,wMther used s°9. N ; As..id'ory the Do.and Had-Institute and the Ardhledurd Woodwork laughs. a PHA•latmandiata or finish oats. All Interim and axtm rfor item am finished - �'9 surfaces afpased H rlan salt he Related unlese otheMse t1n/Shad,factory prefinished OVEMEAD DOOR: or directed by Architect. Utfinished or=Noted surfaces do But love to be Refnted - 1. overhead door yahall be as indicated an all tdase Drawings ed specified Herein. Doors .less otherwise Woad. Primr Hat nut required an fActory-praed surfaces. All RAW snarl include all trs as ndicatedsupport. all the festemn and arduare end Snell he Colon mall be es selected by Architects Submit penufmarer'9 casptete line cular• - 9 mnufactumd In type.size,finish and via accessories Indicated to the Door Schedule tbaro ter Eniactlun. Prepare samples of pefat finish as actual mtWala.H requested ` a required far a proper installation In accordance recommendations manufacturer's recaendations by Architect. ad as follows: Lubricate•test end adjust Doom to operate easily.free front carp. ... Mat or distortion and tight fitting amthertight along entire peHmtar. 2 fidedv Pedal Systemd1a06a w° A IffreRIOR DDDAL Wand Sbmdes,aDhelinbad lh2-fn6hmef.dGat'.'Blesdmg5tooaU0241' - An 1. interior doors shall he as indicated on all these Drawings and Specified herein.ad Asek Dan and Window Comps,SaffaA Rake.,E-,,FOUR%Connor Tdov W°anahlo Trk°,- �'w mall be manufactured in the type.Ha.finish and with ACURSOrtes Indicated on the Trimmed Pot.and AI Other Axes Trk.wad and aU DamrdEve Pith,CAbams°d Weed Tdmwork Door ScMm se nd d mall comply with applicable standards of the litional Wood Door dog be In6htd.9h 2+Wds G or Id Coal. margitemsrd Low L.Ae items F.W.AD Decorative&are taANecturer's Association gad shalt be installed In accordance with the penufacteml-I Cekp,pp beg be prod 11a VKip-Coal of At-40.P&. and all Wood T,!.-,k dull be I - recommendations ad As follows: Set Suit plans,level Rod true-m-line.witheut ware 'hadprimd'ad primed on a0adomaaremiyafnbh pabd. ' or rack of frame our door panel;Provide proper.him end supports and anchor Unit , Sewnly I.place U provide a long.trouble-free life under heavy use;Adjust Operating Doemadfaahrles knmpi Overtones!Dmad,lLdiniehd Mddflm66gmd Dip Edsmvamb and CAPS o char v.nels and hardware to provide Draper operations and tiger closure;Luericate And All Olh.No nafhAhed5pe.d Meal Wark shall be fmhhd vAth 2-FIdd6 Cont.of Masse- hardw.M ad Acv1ng parts. d 'EggdelFmhh Home Parr'.ProvidAl-Priam t:oddoD mprrndaurfacm prior roRabb CAals nth o 4n Z W N m - PATIODOORS Dehbwrds,Step,,Rol Can,Handrad.And aa,hmd Door dud be faddead wills 2-Fiabh Co°b d 1. Page Dean dell be o indicated on.0 of 16.Drew[.se,ad spedied Isaon ad And be C.ImWCmrS"6.#3000r mpnl°d.nel by And-.Corperolbn In onade6,Sims fhides,aeald h*perf-am tmpand Obtains and All doer ancesmrim and fash.es indicated ce the Door SAmdub our dhamhe mpdrdd f.i .._.': ._ _ _.. .. __ a campl.le ad Proper builbf-D In.A-with the m° /nufadu a.bdaldb m n ra .sRoje ians - - and inshndban and ca fid6an:Set m0 Phenb,svd And halo•.m, Dhm and of facto or gimad 6danorPdN SySteenSha96er part Provide proper shna ad wpponr°d a,A.an rawly 1.pkrze to -!do a W,1'aible• $ LLc free OR under hurry Sam;Adjad operating pace!Red 6D.I.-a provide proper,mclh apardnn - Daywad Hula Wd.ad 4Ergp[camps At Garagd swo0 6e fn6hed 1h 1•Prboor Cct of V MaolaLTlapelRa Gd'ad ZFinWiCed.dMome.2.gl W*4Sdn: - and 1-mans,wm7horprad dome;Wrdmtu.Il Ierdw.ro ond madopPorh All Allpn door aaJl.dh.0 - Germ.0rywml Pkd.WSW and CaOrg andl he In:lhed wih 7•PabAcr Gat Af Moore'm'Rogul CL m g . bof.aoryaaAD,promddmpmN.d.Pield mulingwida.®ptad AgcGipPa:mrS.dar md2•Fmhh Cmtad Alaab'.'Solhhhperw' _ � � r ' ht°mr Dean and Font wa m d Wait. domaamw0hlhenanmdad-a ibat.Dmbnrecammmdetbmod nstmabn im Fet.Dam Ad Reno,Wood Cmbgp, - - W 5 2 Provide a tampbm Dupont Tyvd'&ralolufLst•and'Ee-e limited.yd-at ed ad anagh epevg,and Pali.Doan and a N w Scaabnandd,Atam Panwb,Cued Op.Yga Exhaslana,Ww ndoadoe D Modbu,Window Santa, _ A _most.Nam Wmth.®Ibn Sysba property but.dad n Wa0 Cbms,Slur ed Rating SydHm ,S.W. Rho.ad SkHaands And AD Chher Ffia Ccepentry, J a Wed ISSAW Hurt.&od Oak turd Ad sn.l b 6.P.-&du ...,wills 1-Prner Cad of too.ro17AgdA*-GspP*-S.Wf W2+WhCam.dM.°n•.'U.6pa..e J Mil 1 PREFORM AMC; - AN Oak Rabb C posdry Ibex ad Handmbl Shill be 0 11 veils MASS. d of Moced, L JAcID pnefomOmNmSh.l be Am bldicaled On oldm d lh Drawing,A ap.&d hotel.Red.al be 4amhaHgSal.'md 3FiNda l ad.dMAcseSSaNn BAnwaed Pdl..dhme_ - mamfadurad by J-DAM Ina(ph:I16OD`526.7455)Redd'Jandg Guae I*diun mlded and - prefora d high PdymAr dl Pan In Prater aim far apaeWg bac alad.JamN Guard sydem 6ho0 be - - - properly hdolbd is prevent wder lnlaumba We lhe Prci dad Awns. a with she arewde.aer. 4. Apply pant to atmdace with msHectumm'a recommendation and AS fdllowar On not • m_-acatbmAdnealo .hostrudion Apply paint under condition tat void fWair finish surfaces Rmove hadwase•fixtures - Rod Siwilar itm or otherwise protect during pninting-reasall removed Item;Set All • nails And faHUners balm finish surfaces and fill with approved filler pmeuH m l Sunni all ' WINDOWS calls a necessaryU L Wbde..d,.d Gembdimlad an ad of loon Dandngsad spedfbd wren and dShcamoclocCored paint surfaces Too present bnaaastm erosta detgoda Apply NrougH finish eb-up[hop applied prise cat mererar dawapeds ApeIY mditioml eesa by Ad.pon Cmparogon in p udah,wizen,fabha,sedd high perforn nce th sag Dam-D.1 mob- cam conditions Show tNmgh final Hat to promeA wtf es,color ad eppea.,.;Point _ _ LU Indented o cal-la,mqu'ired by coded and Ali dour.-,b,and fadorw Indicated on the .thick...,an edge.,comes and aaila area mall be equal to not mrf.casl Pinith 7 v WW-Saba"c,dherw.Required fwa complah,And prop.bdnllolio.lp dommmm.an the ea erior door edges Ham a exterlm f time; Aptetatr Rover all effected Urfu eS to v N ftt- ®nl.deme,butollatbn mmmrrlddbio and instructions and an f.dowe Set ung Pkab,ravel aced fees.b u moth fNRSD•color and appearance without an window g aPOUldh O er iaSfA, :mimeo,triad Met d from a d laps,brush era,rum•ups at other UpeMeas requonst Clean t comp glee od other other r Panat Provide Prop-d6m ad dWpotla and adnr eed apetarea suriaeeSl PoHde'Vat Point-signs as Rgdmfladl At eompletlan a<work W other O only In piece 1.lwu 6vid.a q,,troalle•frm U.muder howy use;Mpm op-afbq Ada tad trades. tans"Ad restore damaged or detective Reined sofaces es directed by . h-dwoan In provide prep-,Smooth tpmmbn od mom,w tImrpod dup.y Wumte O1 Architect. hardware And mwng moth.All m.Alpho h6.amda dell be fodory Or approved shop exuded;no ~ field Alia9w9Ib.-pkwL E. Airless Spray application of paint materials will he permitted by the Architect.If - et 1 ; pA�adod by the paint mf.ct m LU .ea tm. wever.Architect reserves the right U reQW. Q) 2 Provide ate T k 31ad Rash'and Flaaw fk h at ail ad Arms'or roller application of all palm materials.1f%his opinion spray appl latiota ld,� o mmrpl Dupont yve gd rap' rig.Ydum daaldl is At..hU1Jng proper-age or dA I d remlta. ItJ'j .petbgs and wfa,doen and a wnPWD Items Weotharbalm,Symm propody Installed it masonsanm dw nwlh16manufaar•bdagdtanremmmrdm eti000dkuhM.ud �' fy Ind _ -1=5Ys t '.3'^: 5'•3Yi't'. 115Yi! _ 5•b' nt PIP F41F.. fwF 41 .* v +t / 9 14 1 I ~ SITTING ROOM � � ate' - � °i _ FAMILY DINING +i $ I AT'•'p�,� 3llpe 5. '•s° 3•TI n '__ _ 15-113�4" - -1 01- 11 — . - �� _I II• 1 d O I 'I K MEN I 1 I © •1 _ - MING ROOM tivc PoST pfp BEDRM95 _ 1 Ff N 2 gY9Y I — I• °�T�ss":9 ' -; .IQ � 2{314 I '. _ _ ��'P�j'pb M• •.' (I � Zga�§ v 2A 4'10°/° S•1Ya" 6 1t u� 2 A '• I7'.8°'"— 13:c° 6:�"; I 'n. FlYSt� 11'..10° ey.__T� '.In •y' rm 1 � T , ' 1RL ( -- - b HALLlYt =CL c-=I �1 PNPJ ---- 0 a1 St " 'If O I I n ' • - 04•�7,V"Ay9HHHam°LYttt ` YAn nAb TYP• � - / 6� ;' _— __--D n lo t !.e m _ _ __ ��• gyp •� BaTNxs coMPu ER� 1 4.9/• 8. /no MTM, ENTRY FOYER 1 ooM S �y�Al �' — o 0 POW4 LAUNDRY DER HM �§ - fp STOR — f-0b6 STAIRWAY {I� CL ' i]IY� _ `:O 81 PF ABV R"11,g SIawEAo I - ®hBY .IT •_—_�' S ®. U �i.� Y A a u' n� • Fay �,-- -- I . CL 50 _ 1 51I 5 i EX WD f*r — 9EI.A ABV - - q -,MUDROOM - ,� G5E 12. _ O ODM 1. o gg ` u n 5 4 xRE G t - .11t 0" am'_oa . . _ I 3 " rlYdl_ ,�,• n I i " •I - 1 LL � i I UI •A10 L Nu eroa -t jFIRST FLOOR. _ • 1 '�l47'-0- 16 GARAGE BLDG NORTH74 - .. r S O NOTES: =4 I 3 - - .4 1r.6�RID6 WAG fIWD�10TERI�fN i�TI0A6�1At1.661; � - � 3 2. 67AIR\vAY 20 VA, ' T C1 . - 18 7� C IIIT2,t U.f` -_9sM7 57AIP= 16 F.WURt R15eAh a l'/q�+ - B5t _ A d Illy lAN µ� -� -3. hcGFhs 4AN$L ABA= 2 x 3 (Fla•Dlk.)MAO Q.e M.4 fM1.�Ba'Ec, � i ap ate too . n I • _ ee-o li o PPFF L D1JI�S!5 6EL � EOG,IV"AEL E9C�E NAY.BEL WIF - 6EL--i - — - PF DecK 5TZ. -o O 1+F ma 5y9 ( AVAP°Dk 6* 1 . AM • %�— ----' a I _ vt 6 I 1 `— _"°AID I� - a - #� rtiY. - -'0 SEDRMNT ,p I / — ��pp55 I I I lVl/. _r -- FNF' ' �„rw•+w,M lot 1� FNA II Py I I_ I_ -87d Di. 0. 4�%1ND 106R ' ---I sIDVt°u -" __ n I i Lbi u 131-Dp ,,3 ° �°lY� '�' ow 8• 21 2- lo'-23/a° / I 4- 3612'1'1 R°r I-, _- T-r—� I' aAnun -HLE - -mot,-, BATHt2 CL I 4�ia uP _ i0 L.. _Ih I• L J ' - ENW. F1vF —_�- cl.Pa. N FA. - _ LINEN CL _PUA I Q \ — - - a• .BALCONY - d �' - OL•N e°"_•4lWN¢R - - ' CL 41 I IA m BATHR9 b BEORAIIIS Aa Intl T°'EtDRY E!i_ N U y 31 11. ND6PELY/ un I I U d m 43 I 1 I� Z cf) m F1YF 3'-rL 0•S' - - - -5'•B'-- ---_ 2%,.., '.r{y 9'•1�12' ! 12•(2 --- _ .5 B� z x g x --------- i f i ova -JL .. zLL m � 19 v0m 3 (D IL VA SECOND FLOOR pp a FINISH SCHEDULE N W BA BLDG NORTH RM NAME FLR SE WNSS CLG COMMENTS 1 - W NOTES: M a Aw INTI ILIGR Rook\fINi9NE5 k� � � D�fERAAIAT C Piy � � � O a oNNi?R ANb �RGHA�GT. "' 6 5EE ALL HdIF.6 oN Dv+� A1. � ( 2 FINISH CARPENTRY SCHWUL E I 2e' ,°° FAY I {� FNF = N° NOTE:CONFIRM ALL FINISH CARPENTRY ITEMSuoA WORK w/OWNER PRIOR 70 ORDERING - D� 4'•o° 0=0° NOTE..PROVIDE SOLID WOOD BACKING e ALL FRNSH CARPENTRY ITEM ATTACHMENT POINTS d _ co% REMMAMLAL SIZE COMMENTS Inol. O�VN�>rRAN hRGtf ITOGT " 88 DbfLRf\IN�D° �/ i A PAS' o° 11 iD 9 8 I DGE RF �e _ fl HEL cr 1y_ - � -_-- I'— --------- < --ram--- -- � - - • 4aY B I 1 — . • _ --- GIs, _ � ��- ,�M",., .,,�. tt H to DMTNNod- _ ,` - e �' - _ •O s '. 4 WOODt,ALL RP - - sva�acsy,T'/P�� �'RIDSE - ���� 9 a 1oMa HP a Y DW.,TYP. - pp fit �a F\A I sea 9 .. to DO 1 4— —gip,l_- 5� — -D" ,D° LOo - IO�On 19 � .RIDGE :.�_aluce- _ - IS U. a'o ROOF NOTES: RI 9 j 1, PLUAbINCy VENTS}Oi$E!t 400 PtNB7 ?IONS SNnll Y,E IOfATED I s I A ry ONLY @ POO%At.AChS hUMD NV 1HI8 WA WL. ;k {u 7 BLDG NORTH - - 2. ALL COPP�uu PLW 1Nb VENTS e41AL �{+�K-.A86,a(•,_•. N\ 1 I •(/� C IEoPRetII Fla l • fouRtbNs nW�i PIE APP{toV6b 4 N > > PAY A ITEC[; _- �.R�DGe - -- -4•nme>: ® d 5 — m W 11-16 cd— M I 1D i �O'- \el 6 9 S@ = 9 V4 �b 1— ti • I g .. PEy ascli5q z al -- - i5 A ' F P• P. F• - T� G v/ N Fi.{3 96 _ 8 9 �_t�'a.�ilvlAtL S y — To�vAM1 a� a lElA i �P w 2 5w ' ��ooPlln To", P BBo T — 2 FL0.S1}TN {IEAb 1 - - - - - - cr _ I r�-- --—--- ----J — 3 wl--i0 JM5?NP 6Y5- r- NORTH W M W a� x w�� w d 1 q � C Alo All I 1 f oTE ElptP4. ° ue 6Aa. _ 9 9 I - 9 51L\ IN AV t12 64 - -M1F=7RWN917k11-1•INe u a I A IT 4T coL - T°P�FND 1< _ s 1 DEpR6�1D . • _ 'TP�14D I jo - Ir - O y • A' ID - S E S. F. S. F. 9 U t�• n sr • Po - 1 I � '\�F gq oa.- - -fLR/SNTN � �. A2 G -P1 I.M.POST 'ro�14AZFX- S I �„ 1 -1 -. AuL\IeoT.m 16 <-- 5 o-- ---•la ,;,1 13•r la 11a- 5 II o-- m la I Ani - _ ygy�Ip -wr- A» b ri 9•a— -e eun. -1 a— /y o-- ' y - 6NIR 1 9 IIlpppl��///y o oeu; wD w ' ND 10.LPWOAd.,TYP•_' 1 _ ID ID _ TFIp °— � FIN� ��I65S5T71 I °� ,! ISIµL50QlIPR1D (ppp� �ay L°NL DC FAD T FT6 s I Y T-I------ -1t1----'----- -- — -- -- --------- WNG fiG � w••. FT6 ` I I -sU-Ti•1D w/ FND I"+wP Sys Z I I I j I If I I I O amp f�------ f----- I I ��tallo car ---- ---- I —r'-- --�,— +-------I--- ---1-----L— ---- —+---- — f SOUTH uj • � • -- � •� xxleo 40 T Nc o d _ W 5� Z cd c = N"E 20) Rio �fP fwe eAa. A� cFltd.6T Yi who seer Pw 9 --gv x AT. 0*114 i I 47 1 4 a V n ® - - nMnnnnnM' , pp Apt_pnu.e�is 6 G 6y5 m1 �1=• _ RF Y WAGS` '• . 0 0l R g 5 17 b 15 „E N e 1 W x _ x — c 9lDa^' q x- - iSPotl fmp/�A ga �Y z ot I n I i Ll bpi_fob r Pr6—�j I 5 —QIIN,fP I I ( J I I �_6M�SmNfi�'A1b=+�-PND WS i•NP"6Y5. _ a . � —_-1-1_--'�t—�——I---� ' I i _" Pfl•,b+qG i•�--� I P�DT��RFNDI m•�o _ °qo . .6" I I • _[PNrn+ND c/Pot, 1145 r NP Bm( NIP I _ EAST p o 3 LLI LLI f 19 C 04 W Sd cd= a co ^ So - a wsc�K O `nAeJ� a .. Ito �io p� 2��• - 20 -0 ILI t a e 2 1 /TiP _ IS�Y,�♦ 2e 1YD u el YD 1 ID _ 16 0!4 2 1b 1 a ° �U to 6 _oN Po b 5!5 Rll5ll'K AN `T I U c AIN- bor F 8 Pp I' 3 EY— P / IIT ePM1 Iw _ u2 2 Hp aP I - %Io°P a FLK. g$ ' FIID a4z,VPDy5 ( —y la 7M1lN .._I .6 T--1 p i I DPI* UNc OM-t PTG� .� I WIp tYP I UONY - V l / --4-- tAc FND w/ fND me,+WPWEST _ _ ar LU W og5 q Y cc M S LU LU Y � C = aim W >m Z cd= = cn Z WO Q it O 4 la� \�ti' le 10 iYP NP N\tT to y9' K 1 IN, PlP W7•' R I�jp 1 D• � I � tY _ice H+A 1 5 •g I . oil III t •CCpp "_ IM W.11 IIIJ bll 1 Ill to 'r1 :4tfe IUF4D6Eµ y t1 B RMffO. =5tN6weF 7HN1 -. PR •� I I DLNLN 1 aPY o f R R✓v ¢ o ii A t13 PII It NIN% 6 L f I A11 "�7Ly iSl \P o w -- -- w �R/ iF a r�y �,fC ny,• Ik -- - - - g Ut'yLAhL wAS l0 3. •I .1 J'L° 9 �� LI , cpVaT / I� P ID 7�I �u Pµ7 - - I roq P \VAL4. 70 7p y\�ypp I WIL_ W �i •T FL�M1tYALL � I D Oatt> -AtE1�bR51 I 1 v p O.L J° aG r.La y�e_ TYP � o O I •y :.J¢t GAPfS yy$ 0 8 I 5 NI UYID P N APE' DF i yp { .villa.57 9EA1A' IIGP�1sID IV•Al2 S t - \ I \ NM1 Ilo B8. - e 1 ' .`�x�h-ra�u:Du 11P"6NRR IC 5 59 fl mpoaµ G�TA,,RAGE UDROO U DAY FIA P1 poog AT6t,Q 75� w ,Qv $ YNIT -Geo °% _UNIT, ",�-tt ��q,L .P<y Q I w W EE 6P. hLED NFAoS bECF Op'; 9 :s7a Yai 2a58 pb m T07/FND _ -hFF s. 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PP 5aD5 - cow.5Dby"" - BDT fTG Q 9~ - N o >i 6L� SECTION 'A 'g3m/q, All Cootioga aha11 lest Oa firnL nature! 1 ,6 4•Q+tlp 7LP PL TvP�SNTN 1lA'=1'-D' -� nng medium wares aa.4 having It ?Z w • - minimum bewi.g capacity of 1-IR tpoa per ... squPm foot Mechanfwlly campaet banom •FW0"+-fsNLL .. .._ - -j-j lYP 'C° Ileq4, of t l AmhiteetoEano ctmvafiam v di- gesonngz ___.. p p• J J g 2 NSA TLf-R6 I F1V� I FINC5T1RPVb Y GPp fNF mm �9' TIP RF CAM11 -�- -PR mT FLUE&Y.& G 511AP5o1 'Us(D ��2x RhF _ .WWDDN 9NIT�—� I --•--- '-- - IAL'T nYdl. _ I I J =Pfb DF.G•AAET 5NRODD RK CAP= Vo ez R V 6oFT'IT Ur!15 R 55N AZDR�'s6�.7M1N\- -- y ¢ �DBL 51tl ' °GUY PND C�IiflIG+N . 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I 2 �•_ TF\ 1 0 6qk- Apgg 5&T SYy 8�val) y \YD CdVIN ON TIVEK UD6FaT 41 FiR�S�ItTi1Y to I I T GL6 cA\P.fS C0 h'LGR lx'IRIA\_ ON 4y"cDx fWD sWRk—�j �+evl 1r WR Ilt ND DLfb �� T•/P 6%T - 1KC. L° 1Gn o,G. .. \\\IIN'DN T - bztJ to 1p1A\ ALL. L{APTS RF DECK&RAIL/MMB RF EAVE/WIN HEAD O ROOF DECK RAIL SYS RF DECK&RAIL/MMB RF EAVE GABLE END _ 4 !3-'1'-D 3''1'_D ®. 3-'1'-D• O 3"'1'_D_ O `�' NOTE:COORD ACTUAL DIM wl ARCH&SHIN fli9 ;ALL PAIL iV5 F WTBNEP4%%ILL BE STAIaLEV,51b5L - ' NOTE:COORD ACTUAL OIM wl ARCH&SHIN CRS naL OY BAt WF FF CA\PT5 I I , W512 _ . StxlS°N F 9fl1.5' l i iTl -W±cN.•I Has ew.osY, ..� 7s 4D1.! TPbL OP PL 3NP1 . OF. '1-n yn�f5us 6LN m AIL 41VDt ToP 1 I YP is � _o NI fL�WLt � �EAVE _ Oe�MF NOR. FIP FLPT 1 E - 11_ -4D9LTCP PL C16 GMf5 ,1 }I $oo' _2W216°06.- NG --fIP-RT•'WP15 CPS 1uo PL0.WALL p' ' Doi. PL.) a11 '2LNp EWG,D.St 5aPP1TVLi.IP'CS ATE UU�y - —� 3�'g FG NS.t. IR8 T EA VE / ST COL _ - -T�1-0' GU 40YCo I 1 r.,e W°0 . Y I I. 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BD - O+L —' SASEMEZjF l °PI•t'DI '—. ————• a'o 0 D �' L'-wIPryl°4ebIL61N5 1 irdd'i}N �f 9f7•.� I 1 F wpm aL�511: _� CaabTiJP �ryl (16 I i RA loot 51 °5LK DOE,5M0 I I _ 04�11 ND •� Z� 9 • I �5 �a A °rz12 sTA10. P.T 2K PDLY'A4b.' — !' a w —��---� 6d(�T7G f'Q $ roW*Ov-, +RW TG4 WS P=51B6 uj W a o g c W° a c -SECTION C z z m DbLTopPL- L O0 wBe t All footings sball rest on fimt oelurol m m 0 5 . . . amming medium w=c wnd Laving a mi0®ton bearing mpadly of 1-12 tons per IL - sgome foot Mccbsniwlly wmpact bottom r bAvE of all amavatiow bafom fanning footings. - P'6%T%U cWT T 51u246Na .__. y 1 pYe� \ Nari Amhiteotofmydiswpsnclw- Moll Rw'f NGR 4xrp T J. @i I 0.4.r 7 7_h2b �11h9N_ foAT 0.tb @ 1{, 0.f. (.aaT 7rb 54 Nmwf- WD 1K•E'jE b NWIb0. b 0hD1 ' 1 � ��4II�6T FBAA\Lv/ ' \ - I "ffa !1*B TDP NAIIER+ '-lYP--T'LP•-Lt.\PTZ_ i� ® — I � s;OFe�LTyC bEh��56L1D��J4D jw�� IC 1 gyp SOTT GfMe, p�Tf� 11iR0 6°LTS l�9Yl o.c., �Fna. -\ " q¢• slf, xwe, Tu WL•s PAIN'6aTfi _ > .� AZEf• AsEt:•BEA4s PANEL tuj J.elba° O ILUN qa To eWa•T¢k MOP? Q Q Uj _ I �: IgINP;oN }126:xGR _ �a2 ° 013 PT•2,cBO.11�t y IL�NOL\gL�{IKG - _ 5921 �fANL LWr•'{L•VT�3C PS40 5Tp1P VENTt0in) r1l •(� DNl µ5^CFJI1f4.p.T kze�I c SDTYIT+PhtdA T{Ut\ I �I 1LT- :d �.a 8 AVf p,,Tills N 2 aaP-'i.JLlb\-'- •,t,• j4A]yl°A f7DL7,5Y5. / co CD . b �Y F �mint,TPPd vs WIN 4k'1 "u •,-. :,gyp•_' t�°• Dr.6 ALL E arc"'. = ROOF OVERHANG y WD DECK / SILL 2 L •NDTE: s SHIN CRS COORD ACTUAL DIM w/ARCH za , u /i x R e I 14 F�sA�AA\SP.+-- nwtLE � I �cl 9°n5�ay4 q i I -pP RVE EVGL _ TYP _ TDP - I 'BEY 6EE 4 sI R [A\4T5�ID P R TIP _ - �16°• 1 t16L top P l... � .. 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SECOND FLOOR WOOD FLOOR BEAMS AND OTHERNONJOIST MEMBERS .o SHAILBE: BWJI- Id/4'X14'BCI VBRSALAId SP LYE& 3ac ' - 14'BC19003 JOIST d G FBI - S•U4"X 14"BCI VERSAIAMDPLVL BEAM Ell - 1-x14'BCI BC RIM BOARD - BIG - 24'X IV BO VPRSALAM SP LVL _ IPI - 9.1/4-X J•V4'BCI VPRSALAM COLUMN - Z J.PROVIDE FULL WOOD BEARING AT ALL PBS AT WATT,POST OR WOOD - WE BEAM BBLOW - (Q N , S EXTEND ALL WOOD POSTS TO BEAK POST.SOLED WOOD BLOCCLm40 OR - - 0)O WOOD SIILFOUNDATION BELOW AND PROVIDE FULL AND PROPER ' . BEARING 7. BOLT BOTTOM FTAJ4OB OF STEEL.BEAM TO SOLID WOOD POSTS BELOW WITHT'W012'DAx4-LONG LAB BOLTS AND WASHERS - _ y S.ALL BCI FLOOR JOISTS AND VERSAIAM LVL CONSTRUCTION DETAILS SHALL CONFORM TO MANUFACTURER'S INSTALLATION INSTRUCTIONS ANDRECOMMENDATIONS to -. ..----- au Aw a * \\ FOG s4" sEs Dab s¢ Nch:�gtWiD11 LP�I�tD \�bR%-Da/G'-64�� ____ - GoY7MdtL1tEtlfloNS ' L6T•IN 2%N'RW ..... _.-LEt'•IN 2%1E ¢Ay- I NOTE: film-DA ox25 ALL RAPNOR T° . ,,jl OM1itI. (LNT�Lj16Nb - vl __ -185•tP 2%b RAP JL ` PPI RPI R�1 mEl .a:eP•a 0 _ ml E ',�g - - AO:-HiI V"IcfALLbY T. �{ • PF - \WN.lnNRba(IONb _ Q„ :p $ z µe— x FRPI eI• • • P�FP oeP I-- -__----- iHl I � O o I - .Qp .�.¢ w c . I 4 p 1 No?E1 58.\Poo 6R�\IAI.ty d R HI t'•j __�IP.FR+YJI:-_ RIDbb(pNII6LT16 0 a • A rl♦♦I o�.. o mw a T 1 E Yl R61 a r ti PL./o%b P66T tiEL m atiM BEa lo o" IT oTlo' lol'i" _ 1.6T•IN Noil. 2 - -- - *-\ mw L"-W 2%10 RAP RAF--t5WCTYP• —' .bbly - 4 •���� _ M•Ntb -f\J� 2�' $1=1. J a m 8 .__ PoyT BEL i 161 l9El ER POST-=PAP LEDG . -OOTLINB '.N2bb NP r2 ROOF FRAMING D e LL SLOG NORTH . • 1 I NOTES: y HI 'PX1 VF rn-IM\ . 1. ROOF SEiFATHINOmwA:*BE S/B°CDXflRPLYW00D - 7.PROVIDE FULL WOOD BEARING AT ALL RBB AND HUE.T-UP RAFTERS AT ��u•.. � � ' WALL,POST OR WOOD BHAM BELOW �y'•GL` i ALLRAFIERS MBAR BE 2 X 10 Q 16.O.C.(MAX),EXCEPT WHERE NOTED UYP TpR 4 6 2 y W d OTHERWISE 8.EXTEND ALL WOOD POSTS TO BEAKPOST.SOLID WOOD BLOCKING OR ->t.°ST.BYAM• t GOPOLA\Vtlt f� '^ � WOOD SILIJFOUNDATION BELOW AND PROVIDE FULL AND PROPER 3. SEE ROOF PLAN.APPLICABLE BUILDING SECI70N5 AND F.X7'&7IIOR HHARWO __— - . 1`Y W. . ELEVATIONS FOR ROOF FRAMING ABOVE(RPFRABV)E-ffORMATION 4. ROOF FRAMING ABOVE FR ABV)-2XBRIDOE WCIH2X 8RAFIP315® 9.AM VERSALAM LVL CONSTRUCTION DBTARS SHALL CONFORM TO y -- _ - -R�-FRNA4N Q ' 16"O.C.WAX)ON 2X WOOD NAILER ON ROOF SHEATHING ON ROOF MANUFACTURERS INSTALLATION INSTRUCTIONS AND 2 STRUCTURE BELOW-ADJUST LAYOUT TO ALIGN WITH ALL OTHER RECOMMENDATIONS I r. RAFIERFRANNO LLI Q7 5. ALLBUR.T-UP2XWOODROOFFRAMI40SELA2BE"G &NAIL".' _ _ W 1a FPf N _ Z Q ROOF WOOD BEAMS AND OTHERNON-RAFIER MEMURESHALL BE: �� HI - 3-IOX11-7/8"BCIVERSAIAMDFLVLHIPWTTH I i V-BEVELTOP TO ALIGN WTTHHIP RAFTER TOPS I M y VI ti• 3d2•XII-7B'BQVPR4ALAMDFLVLWIIH V.BEVELTOP To ALIGN WITUVALLEY RAFTER' - $ i Rio TOPS R1 3-12'X11-7/8'HCI VERSALAMDPLVLRIDOE WITHa�+_Psul • V-BEVH.TOP TO ALIGN WTD s iRAFIER TOPS -,f:F/ I N RBI 5-1/4'X I1-7/8"BCI VERSATAMDFLVLBEAM I Lo - BPI a 3-12"X3-12"BCI VERSALAMLVL COLUMN FROM , UNDERSIDE OF ROOF FRAMING TOTOP OF . SECOND FLOOR WALL BELOW Ili . ► n t tl y _ _ � � n _.5:3'!►••+ _ .,. T-..5%1"± _ ___ 5'.�4"± 5=31�F'f _ _ . . 1'-5'/Z r ": :. . 5'-�'!�'� IMP • N �• '�` ?�x 'I•i �� 1 ,� a 1 .Q o .� +I IF 44 `i SITTING ROOM FAMILY DINMIG _ Vigo 8 it A6V -cQi ' y cr crgo ib Ei I _ 1 11' 1 p I 1 " ' . ' ► q 1 N � C-0 ' m 61'-5� - 1'•colt 25-II 20- 4 - to-o _ _ 14-0 :` , � ► i o KI rLEN N LIVING ROOM I � ► 1 BEDRUM s w to I R tll s r' `, ► 11 N N „ ._,. - _ . _ .__ . .,1 i .", , _, 1 ! N 1 a a �-, s., ► d j i lb FRSM - -- _ 1 1 y A • WA . �- ` 1 .: 1 11 _.. l N- �� ' _� _,.. ., 1 q ► n i I N ► 11 , `.► n 1 1 N ► ► N 1 " 1, N 1 1 W d 0 HALLl2 1 �y� D 14 i a r ► ► J q ._ ' ► N 1 .... 1 ..tom.: M I� .. .:......:... .. , to r ,� �ow ► , Pbk7 ENTRY FOYER o — 0 — _ _ _ _ O _ _ , 117 x 1 LA DRY — r► 1_ ir $4 toP0NOER RM � wT _, RF AeN N ► _.. AIRWAY CL _ s � S-III4• I 4 ' zPno a. _ _ a V ru ry I' I - Q 41 ER E A +' M _ ) V 41 p D O - O O 41 I rJ d w 3 I L1. N _ .. . A O cn . ( � ,, . /-•1 a a•, + LL ,� b 3 "d4 4 L 1 00 FIR§ FLOOR GARAGE N W BL.DG NORTH . s O cT- r c+ O , cn V !'o R ?r 11':Oy W)0 i 1 104 IL 1 o - Olt � 4. , ��O" �'•OM 22-O" 3'-O 1 Off' '•O11 40 fl c 11 �c Ab o • y Y 1� _so - .° r >z. .p 9 _ 4 BEDRM#1 BEDRM#2 t - �NI► flNk 1', � - 1 1T r _. �1.5f" 4- 2" I'3-�II>4r 1, �. ..�'4 s✓-Fsl�: 2•? 1-1 11 1 3-*�l�' 2'- 13-4". 8-7.`/�. 2 4" :-11" IO'-23/q.N - s g -b cl .. `4 I , _-� - C _ c� .0 w 14 R3 -QY vve • : 41 . _ Q - o � 3 /C BEDR&M a - ,� Ic 44 A q �. . 14 'F-- t�tR•_ STAIRWAY _ — — — I a w Top ._.- _.� _ I 0 0 14 14 0 U 'o rl I a ' I oC m � � q 3 LL ;jj o�++� urol 0 +' I �. 14) 4 3 r. ro � W $4 �+ 04 0 ° SECQND FLQ!D- ' I � bLDG NORTH I I C A,4 I m > fit H: wo C4 0 bls • Ib ,1 FG 41 � • s 1 S 4 '�& � s1 I * Q tl ' 3 s•�' =* I bJ. i S'1 I `�o a FIFT to ( 10':�M �4'�M cz- BASEMENT i S2 I I I 44 � rl 11 5�• � I d 6V1 O y w 14 j u a r tp g I o r. o �• I tote 14 'O o Y+ w U I41 1 ' ( w aow I 11��4 ; ,,.: . 3 0 14 � rz 6 14 V F14 d lu a a v J +j '►4 �a0"G S �` a 3 4, 41 14 43 N0 ,� d w 3 ,, 14 s s sJ i 0 $4 a I -Q b D xc, I fi u FOUNDATION 1(I - Ti GARAGE BLDG NORTH � C 4U •MK GAR. GANG %fe oN P+oL_/ Wl '. v � ( oN "I��T sU�S I N 4 fT.w. x2q;tl L x W > as " t CANG W1,40 1 " Cd (o(D Wi�x Nl.� NWP 00 Go r subs.- cn P f1 CA TO DMIN M ,� MO Al Mcndc3 Ste'-O" D �11 Flo #9 , • V A � V �. M- 1�• N3• {9. I 19• 11 I b 4 i �• u G I CV 1¢ C� 1 1 7-4 lz FTI =1 d ( � i 1 . � r • '�PJ 1� � � a � p ToP��0. � o• s 'O O 1 d U9 o 4Jw AD Z N w m ate+ W u w "4° OC �° "Ei 'olcw t14 0 x 1 ��ta c3aR. Z • m �- -f-- - -- ---- - - - - - ---- -- ----- - - ° M W 41 ORTH W A ° � 1/a'�1'-0' �• w ° o44 w q 3 M � W Via a 1 x ►+ �+ a M W m0r. W � • • = m W > � . Z _ m= fR • � cr)oT ' ,_.. ...,.__._...- ._ .�.>::� ..r,..:..c_,.._._....... .:...,�s:.:a'cain3n•v'�^s'r�.esC:azs a^sw�r•.".-a•' ..�*wa-.!qr...,�r�-.....F.�.•�,�.,..,.,..,,,.,.,n,,,.,.s+,M,f.,�,ep,...�„-,.......,., _...-... A8 Al All Or ol IL 10 MA 11cz • a • — __ N ►w IV ALP• 'A, '"`4 ---- -- I JE 00 OK 09 s op/Syr ° 309 - - -- - - -- Lj IWI ,y � M I�LW Oolbf 1 P=4 1,71 a P/ LNG 39 O — -- WO 0 b � GaR Pf� ° O xall WL t4110, I 1 I I I z _.boT Ifob ani 1`H W � 41 14 o M R 3 M "i O W 41 gb & i 14 " � O ►4 of Lu 0-1 O � . Z ._ = cn CD LO / O 0 E IA - IL _.__ ,�, O 00, p � E 1 J 11 -T, 34 IND f1. NALL 'ft� GrPP- o. o10 -LU V w Tof l Tor/CHAR• a a" �Nri�• � o s — a " 1bP� b0 4j w o � � Ixm00 o M �_ _ . I _._ L •• _.. — —I ova si < a41 EAT w A o b 40. M ui • � ►�+ �+ of • W v a is b a _ L C O < a ui > w too a go 3 m —or or Im 12 11 10 10 I2 114- � � o � 14- - w0 i _ p b Igo Ar s � M. PH. I _ Iqrl 1b1' �hM1 �lo SDP C6 IL - y w _♦ V� c -gip ND w • +1 � � aw m x a"' x - - - I d w 0 4j x �o -1a OR w - � as WEST .0 M M ��4•=�'-o• W .0 � s A rC W a „ 0 D 0 O • � ►ai Q 3 W x "4 W a � b W m W > m • Z J= = vn cy �o 40 LEGEND ABBREVIATIONS _ ® - - -MAG NAI MATCH LINE Z 2 z SET \ MATCH LINE # ., 17.3 1 1 �j HYDRANT to 0- V B tr: C. -0- = UTILITY POLE GUY WIRE �P� Nr Nr\Nr ,\ `� \ ,^� , a' �,• `•' �F*r Q ,00---f - CONTOURS 1. ,, .•. :, _ , X 100.0 = SPOT GRADES �/ �" " Z 'orO j Q • r ': • • r i5 J o _ GAS GATE • �'- MAG NAIL 2\ �, �� 4 •:� ..Q;,M t> .� 2 � ��i �I. � E �--P" -a.�-«- � eC� .•+c ♦ l .r+..`� J'Sy `a o = WOOD FENCE �` \ / LOT 18 (A 7.0 '� `'ter o f� F c OVERHEAD WIRES o OR o L.C. LAN 6857 Q `°�` o • ; ` , � b . �, . � o,. � : b •.•� k,.�f, t 2 . c c = GAS LINE N/F SMICHES \fi r. J ,oo yCB DH STONE BOUND/DRILL HOLE o `Rr Fr .YtX. - CONCRETE FND FOUND - � �!'� 1 ?„ •pu pQr1 r }� 4� � kw Y � ae -CCB = CAPE COD BERM �,a 16,3 16.4 . • E •N p . v i 3 a. X��7 �. 16.1 - •..• - -- s h <, c a �'�.i:�>xG t?!?_� r+1. r��a� ct r 1` LeachingArea Requirements \ � 6.1 • ... .. . a �J: ^t . .3, .� r `.�, ����; ��{; sr`��rr �F� + \ 16.0 LOCUS MAP 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD -o \ SCALE:1"=2000' y ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA__GPD z \o \ N/F JOHNSON LOCUS NOTES : PERC RATE = <2 MIN. / INCH (CLASS 1 ) I w 1� R `�, \ PROJECT BENCHMARK : DATUM = NGVD LIAR = 0.74 GPD/S.F. 1s.4 15.7 � ! N \MASET ANT ;�AIL IBM = HYDR 70 A ELEV.= 14.68' CB DH O ELEV.= 15.5 1' MIN. LEACHING AREA OF S.A.S. : I I �g a \ 550 GPD/ 0.74 GPD/S.F= 743 S.F. MIN. 1s 7 � ZONING DISTRICT: RF-1 I OVERLAY DISTRICTS: AP (AQUIFER PROTECTION) PROPOSED SYSTEM : SIDEWALL (44'+12) x 2 x 2' = 224 S.F. rn 15.7 RPOD (RESOURCE PROTECTION OVERLAY DISTRICT) BOTTOM 44' x 12' = 528 S.F. 0 16,v MINIMUM LOT AREA: 2 ACRES 752 S.F. UP 2 16.0 X 15.7 5' �'. \\ MINIMUM FRONTAGE: 20' LINE BEARING DISTANCE \ I FNDH MINIMUM LOT WIDTH: 125 L1 N 59'07 52 W 26.14 x 15.7 FRONT SETBACK = 30' SIDE & REAR SETBACK = 15' L2 S 59'07 52 E 13.13 I O �... - ., C r .I 75 �OA, E 9 I \ LVRYC IV•1VIV.3 rvw L"19VIf1 ___ V _ - '- LO C1 1200.00 20.00 a i �\ �`. 00 CZ 1200.00 20.00 Q 0 19 �� / 5.0 1�3'S4 WOODED LOCUS PROPERTY IS SHOWN AS: 616 S / N \ ASSESSOR'S MAP 114 - PARCEL 52-1 a �• 1 AG NAIL W 14, x 14,a .6 PLAN REFERENCE: a BENCHMARK P 0 SET \ ' B DH x 15.6 . 114 15.5 LAND COURT PLAN 6857 Q - LOT 19 HYDRANT # 70 �ti Q 11,9 FIND �N, v1, N� 15.5 1 6 LOCUS CERTIFICATE OF TITLE: C163,739 EL = 14.68 1,8 10.8 O O 12,21 g 9 / 15.5 COMMUNITY PAN M U �� � $y WOODED � B DH\ C MU ITY EL NUMBER 250001 0016 D 10.8 ll•6 a3• f x 14,7 �C;t /15,4 FND THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES Q GG0 P g Q 15.5 C, B, & VI (EL = 16) - B.F.E. = (ZONE A14- EL 12) 5.5 J 0.5 12,BOG OG G CFBNDH \ cP 15.4 .gyp• �� 15.3 ,► 3, m x 155 0 15.10 FLOOD ZONE LINES SCANNED AND DIGITIZED FROM FEMA Y 1 G �4,5 x 1` o • �� g5' FLOOD RATE INSURANCE MAP COMMUNITY PANEL NUMBER STAKE ►� 250001 0016 D DATED JULY 2, 1992. 4� � \. � . � � 15.0 \ - -TEST PIT 2 \ �3 THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM � Oyu � 16�0 -v 6\3Z _-13.9�4 14.1 � I � ON 7/7/03. k P� 16.2 \ �,�o --s' 11 x 14.P PROPERTY OWNER: v i d x N.13.8 ( 593 SEA VIEW AVENUE NOMINEE TRUST \14,0 p- '= X LAWRENCE B. COHEN, TRUSTEE 13.7 �� i 99 FLORENCE STREET, BLD. 50, UNIT 5A 14.8 FND LOT�, � LOT 19 t CB D - g \ CHESTNUT HILL, MA 02467 0FN �11G•� N �� L.C. PLAN 6857 Q 3 \p P � � TESrt PIT 1 � PARCEL AREA TO MHW rr g 1 17.1 41 88,261 f SO. FT. x 13, \ tic�.��• UPs3/1 13,1 203 t ACRES GENERAL NOTES : N/F TOCq \ 1, /� c 3.2 3 I \ o MATCH UNE f 7,AMATCH UNE ? x 1 .s i ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH / x 4,6 1�t TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 17,3 �+ g ANY LOCAL RULES APPLICABLE. X)2.9 / -o SOM LOGS DATE: April 15,2004 ,' f i ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING P#=10,699 /� r� �� g '' BY DESIGNING ENGINEER SOIL EVALUATOR: BOARD OF HEALTH AGENT: CB D I ;I 3 {4,o UP 4.4 � , WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, Stephen A. Wilson,PE David Stanton FIND 1 0 ; 1' ; #- l xl NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT �� � LA* � 14,4 �, � x 4.6 FOR INSPECTION. TEST PIT 1 TEST PIT 2 < �\ 13,0 a�' I �� �, G.S.E. = 13.7 f G.S.E. = 14.2± x 3 , A0.d LOT 20 FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. 2, \ 13.7 1 �A1 0 A 0" A W 13,1 1 144 1* L.C. PLAN 6857 Q P SANDY LOAM P SANDY LOAM °� \ i x 14.1 \ THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 2` 10 YR 2/1 8" 10 YR 2/1 z �� `rr `' " 16.2 N/F OSTERMLL.E SVA REALTY TRUST \ APPROVAL BY DESIGNING ENGINEER g �14�1 14.4 B B SANDY LOAM SANDY LOAM ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 110 10 YR 3/3 20" 10 YR 5 6 C C �1s.7:�� X 13.5 ' EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING MEDIUM SAND MEDIUM SAND 12.2 , . SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5' PER 44" 10 YR 5/6 48" 10 YR 5/6 � r x 9 LA' �^ E*j tAG S 310 CMR 15.255. D-BOX D'1'� 59� \E � SE No. 9PRNSTAB x 14.1 \t, OV of CMED. COARSE SAND COARSE SAND & GRAVEL Er - --- - pP G o r SEPTIC TANK 15.9 SON PE SOWN ALL UNDERGROUND UTILITIES ARE APPROXIMATE AND " " r dP �o a� �qca SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY 60 10 YR 6/8 80 10 YR 7/3 ` ( 1 1a kj pR -\VX 5�� / CONSTRUCTION BY THE CONTRACTOR T / C3 C3 11s.�, :�,�� �r., . o� �PG� 6 / 16.1 / MEDIUM SAND MEDIUM SAND 132 10 YR 7/4 132" 10 YR 6/4 �. LAWN . �,, {, tl � s o 16.2 6.4 1 .2 1 . z �f. DH FND PERC O 66 X , PATIO / NO WATER ENCOUNTERED 16,39 NO WATER ENCOUNTERED M v, i .� � r�r ,� ' � ����"� x� � �:�, �` �'��. SE 34301 RATE- <2 MIN/IN ♦ 1 , h r7br kyrfi r 7 r r ,/ !�Y UNABLE TO SOAK W. a { l / r .? I p' +" t r� A ti�, • , 4 / 1 t r 17 xwTar s?"r'� pyr 7 + 9 ,9 �(L / PR = � � •._e17 CONSERVATION NOTES 12l�TOOE rATH P�pE / •. ti� �1 x 16.4 1. ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. C5�4'G' 14 4 ' O, rr �tb'8 1 ✓ 001 2. LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE qRq E , l��'� y P PZ\Q d 17.0 �x 16.3 ter- 16 � 5.CB 51' TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. boo O 5P P �s - � O \ o �S gR\GK ove o. J r _ 15 - 14.baS11NG STONE WALL 3. PRIOR TO STARTING ANY WORK PROOF OF RECORDING of ORDER OF CONDITIONS c P� \ Is J / TOP OF COASTAL BANK AND FORMS A & B SHALL BE SUBMITTED TO THE CONSERVATION COMMISSION � S�Pg'Co�� •'�0 -GOWN - �<^ ; �� STATE do TOWN DEFINITION ALONG WITH THE REQUIRED PHOTOGRAPHS. x 15 00 ROUGH BRUSH �o 16'5 --- _`-_ � /j�� �; 5 4. THE EXISTING BRICK PATIO AND STONE WALL BY THE STAIRS ARE TO BE REMOVED. 14,2 9 E� �'� J //7� 3'8 5. BUFFER STRIP PLANTING To BE DEVELOPED IN CONSULTATION WITH COMMISSION ,A , ', STAFF / 5 pY1EyNG � 1� .� S�s►� �'�/ t� -'� igi a Qi / ESQ NG No° g39 50' OFFSET FROM ECONC G ■ 13,8 /N R '' j' 3' i SEAWARD FACE OF STONE WALL STAIRS13,8 4 ROU xB �,i •• �.� CBFIND SEEAL / 33 } �6.3�J // ��•y EXISTING BUILDING LOCATIONS PER I 15 Gpg � �,. x,�s2 / O��p•,1�0 'TOPOGRAPHIC PLAN OF LAND AT ��/ �'� ' / 4.1 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION 639 SEA VIEW AVENUE, OSTERVILLE, MA. /� X16 0 0 F. FOR ANDREA ZAKIN" \ / EXISTING ,�' ,� o - SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE BY BAXTER do AUGUST �NYE,INC. CABANA 5�Q �Q �/ a ,��� ,�'eF.P j �1 O LOCATED NZONING �RELATION SIDELINE TO THE MONUMENTS SHOWN,CK REQUIREMENTS, IS P - NOT LOC�70 WITHIN A SPECIAL FLOOD HAZARD AREA 4or , \,OG�O B x,6,26 // '+ 'a oa Y �'-� THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. �4I� L if REGISTERED P FESSIONAL LAND SURVEYOR DATE cl-14.- 4- 12' 593 Sea View Avenue FINISHED GRADE DESIGN SCHEDULE ELEVATION Osterville, Massachusetts 36"MAX.-9 / /���/��/�/ /;` //j��/j�'/ /�/�j/�'/ COMPACTED FILL TOP OF FOUNDATION 17.5 PREPARED FOR 2" OF PET STONE FINISHED BASEMENT FLOOR 9.5 FINISHED GARAGE FLOOR 14.5 3 4 TO 1 1 2 " SEWER INVERT AT FOUNDATION 12.1 593 Sea View Avenue Nominee Trust "% I / / ` V'{' ' 4"-1.5" WASHED STO K;:' � 2�4" DOUBLE :SEWER INVERT INTO SEPTIC TANK 11.9 r,.•,� ;u tZ' EFFECTIVE WASHED STONE SEWER INVERT OUT OF SEPTIC TANK 11.6 TALE •~t;• h ,� r4��'I� ��'1�• SEWER INVERT INTO DISTRIBUTION BOX 11.4 Wetlands Permit Plan House Construction y, 'jQj1j SEWER INVERT OUT OF DISTRIBUTION BOX 11.2 NO SCALE SEWER INVERT INTO LEACHING SYSTEM 11.0 PLAN OF LEACH CHAMBERS PLASTIC LEACHING CHAMBER DETAIL BOTTOM OF LEACHING TRENCH 9.0 NO SCALE INATER TABLE: NONE OBSERVED AT ELEV. 2.7 BAXTER, NYE & HOLMGREN, INC. TYPICAL SYSTEM PROFILE Registered Professional TOP of Nor To scALE Engineers and Land Surveyors I �ti� FOUNDATION ;•'� FINISHED GRADE - 16.0t g y 812 Main Street, Osterville, Massachusetts 02655 8r> nLra a J , ,FINISHED GRADE OVER TANK = 15.5E FINISHED GRADE OVER D. BOX 15.0t one -Ph 508 428-9131 Fax - /508 428-3750G. = t 1 . FINISHED GRADE OVER LEACHING TRENCH = 14.41 F lo.3021 r,f•.ti "8"A11N. 3" (mi . 30 0 30 60 n �PN�ccrr �� .;•, 4 SCH. 40 PVC 4" SCH. 40 PVC /./S Ea'`4'' TYPICAL) i' FIRST 2 (TO BE LEVEL) 0.0 F •�.(ne► It-A O 2.OX '. •' then O 2.OX 9""(min) Cover �� , {, O 2.OX OL2 min 36 (max) Cover SCALE IN FEET • '.'' 10" CI TEES " FINISHED _ , 4' SCH. 40 PVC BASEMENT 4,, CONSTRUCT ER I ,4 ' , s, SUMP.n 2'Loyer 1/8"tot/2' SCALE: 1" 30' DATE: 7/01/04 Peastone REV. DATE: REMARKS FLOOR i.; TO TANK TO AT LEAST ' . �•.•; .I . .,1 „Y ,.+ LEACHING CHAMB ' • WITHIN 6' FINISH G 6' CRUSHED , : '•„•,r•,•- : REINFORCED CONCR ,, •r STONE E -1- 8 16 04 Buffer Strip & Notes FOOTING ;.. ti �. ,,�.;. / O O O OCal �,.•;• " • :�•' '�•' ' ,..••rr ��=:• 4 PVC -2- 9 01 04 rev Cert re Ad Zone O O O O O O O O O DRAWING NUMBER 2000 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN 0: 2003-044 surve worsht 2003-044SP3.dW TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE No Groundwater Observed O Elev. 2.7 2003-044