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0155 ICE VALLEY ROAD - Health
155 Ice Valley,Road Osterville A= 096-010 , BMEA® No.2-153L.GN UPC 12134 HASTINGS.MN i i 9 C� $ 11�.Or.6s PDVAVk-r _ t S� HA S C2r k c S AS Ul-K �� v `` i No.aU r3 — r73 Fee /D V t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplitatlon for Vsposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon K [:]Complete System ❑Individual Components Location Address or Lot No. 155 Tt,.0 , OS erv,jjc_ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 01& e.?(0 155 -,ca, VJ6 0 QJVV1-. Installer's Name,Address,and Tel.No.M,j,,,l 7 Designer's Name,Address,and Tel.No. 216 QUO-p,,�, 508--7-76-"700-1 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 0 anc),WN , Pump,, 0A01 P111 &Ssp Qp l , Mplmce_. 1.�e 4)0',, 6c y Date last inspected: f 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 Certificate of Compliance has been issued by this Board of Health. Signed Date 5-10•t 3 Application Approved by / r 1. �/��iC,� _ t � Date Application Disapproved by Date for the following reasons Permit No. ! 7 Date Issued 5—A) 1 2 �3 i0U, No.i�D�� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair) Upgrade( ). Abandon K) ❑Complete System ❑Individual Components Location Address or Lot No. 5, Owner's Name,Address,and Tel.No. 5 V San W A'h-M Q.. Assessor's Map/Parcel 016 0 f a 155 ?Lc, r/JIL- , OJ,11 Installer's Name,Address,and Tel.No.M ��J I plr c�c�, Designer's Name,Address,and Tel.No. 21a Qusn.� p�,r„-, (�a.rt.,c1. 508=7'7G-�oo3 Type of Building: Dwelling No.of Bedrooms_moo• Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 'Design Flow(min.required) gpd Design flow provided gpd} Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r,6_kanj6 r,, n u a,n; An oc` +:11 ce-s 5 p oo l �"•Q-t7'0.�Q C71S�r,6t T70n �X +;' Date last inspectedy: _ 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 Certificate of Compliance has'been issued by-this Board of Health. i Signed ,/�T ---�� Date 6-lO-13 _ Application Approved by --/")I}�C[�/(� L-C/ �� Date Application Disapproved by Date for the following reasons Permit No, L Date Issued --------------------------------------------------------------------------------- TH E COMMONWEALTH OF MASSACHUSETTS t` `� BARNSTABLE,MASSACHUSETTS t � Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned(x)by Ea,(A at I SS 1 c4, VJL4 nS1Q_rV11(Q.. has been constructed in acco ance with the provisions of Title 5 and the for Disposal System Construction Permit No. q"c/ 'dltted4/0// Installer f o r tL F S a,\- LLC. Designer 1✓ #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will,fun function as desi ned. 1 1� QG r Date , ��/ � �� Inspector �� �-• 1. 1 --------------------------------------------------------------------------------------------------------------------------------------- No. f? I/� Fee 60 r THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS bisposai *pstem construction Permit Permission is hereby granted to Construct( ) Repair{ Upgrade( ) Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date ! Approved by r.� r Town of Barnstable P# % • oFtPKEE rqi, Department of Regulatory Services BARNSTABLE, ; :Public Health.Division.. -. .: Date Y MASS. $ - - �A i639. 200 Main Street,Hyannis MA 02601 Date Scheduled ® Time Fee Pd. Soil Suitability Assessment for S a e,Dis s Performed By: Z)q r. *e -r�• Witnessed By: ' AAt LOCATION & GENERAL INFORMATION U/ Location Address /55 X4I-/ Owner's Name (iA(�( { W lz Address I tl /1 Y /�d. Assessor's Map/Parcel: , pj(o � _. ;:_._ Engineer's Names tR NEW CONSTRUCTION _- ( REPAIR �tt �{ . Telephone# sab $Qj/ Q Land Use ♦ !w5. �(h Slopes(%) :F Surface Stones Distances from: Open Water Body yV ft Possible Wet Area ft Drinking Water Well AID ft Drainage Way !4 /Yit ft Property Line _ft Other , ft SKETCH:(Street name,dimensions of lot,exac¢locations of test holes&perc tests,Jocate wetlands-in proximity to holes)- _t rn � w CIE!) lA7 C3D C7 N ZE W rn Parent material(geologic). �. Vu G(�.KM Depthto4Bedr hA4 Depth to Groundwater Standing Water in Hole: N� Weeping from Pit Face /V Estimated Seasonal High Groundwater D TERMINATION FOR-SEASONAL HIGH WATER TABLE Method Used: 1 C,,,,*(,/I. A ' Depth bs rved standing in obs.hole: /V 0 in. Depth to soil mottles: M09, in. Depth to weeping from side of obs.hole: Np in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PE%_1`�'�t,ATIV'�IgT TEST iiat{ l2 d rime Observation U Hole# Time at 9" j Depth of Pere 6 Time at 6" Start Pre-soak Time @ `Q '6 Time(9"-6") End Pre-soak � uYuVie,//fb ',/ Rate Min./Inch 2,- �� �G�'�i 0 YV� Site Suitability Assessment: Site Passed' Site Failed: Additional Testing Needed(Y/N) /V 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:\SEPTIC\PERCFORM.DOC t i c DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 1 nVe- 7d D 6b S6 -120 u,,,, 2•S ' S DEEP OBSERVATION HOLE LOG Hole#S Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel A OVE 76DS�- . . t 44 I U G 0,wd1tu-w 1.5 Xk 6lM-m sAue,& 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) No -- to 5 qb- !29 G "d• '4.5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel A lb 16Y� �6 - ! C-, Flood Insurance Rate Map: Above 500 year flood boundary No ,t Yes V Within 500 year boundary No V Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material?. Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requir rat 'ng,expertAe46i se and experience described in 310 CMR 15.0117. 2 Signatu Date / �-7/1 ,! Q:\SEPTIC\PERCFORM.DOC I / X / 64. 9 /// / ----`/ / / �36--` O/ a PORCH / � � m PORCH// �� cn IORCH, 6Z� Nco 327.60' S '09'10" E / I DGE OF PAVEMENT as ICE (VALLEY POAD / ) / EDGE OF PAVEMENT OHW ''�OHW -�DHW OHW OHW ` OHW -t8P' 0 O m m <A0 >m r. zz o Z'u ,o O a a "_ PLOT PLAN — EXISTING HOUSE 0 AT N a v N 155 ICE VALLEY ROAD C0 0 OSTERVILLE, MASSACHUSETTS N O PREPARED FOR w ACHILLES & AIMEE PAPAVASILIOU June 25, 2014 D E S # G N -ENGINEERING Jared West & SURVEYING RafterCraft LLC www,bssdesip.com Re: 155 Ice Valley Road septic system capac,j BSS Design', Incorporated 164 Katharine Lee Bates Pad, Falmouth.Massachusetts 02540 508.540.8805 Fax 508.548M 13 DNar Jared. We have searched out files for an eaample.of the calculations for the leaching capacity of septic systems:installed before the change in Ttle'V in 1995,and have attached one.hereto. A 6' diawcter x 6' deep 0.5' effective depth) precast leachigg pit (called a 1,000 gallon leaching pit) with 2' of.stone around'it bas'a capacity of 510 gallons pe:r day. Two such.pats would have a combined capacity of 1,,020 gallons per day, which is greater than the flow from .9 bedrooms. The Titic V inspection report lists the existing septic, system as inc.ludino-two 1.000 leaching pits'-f these pits have approximately 2' of stone around them; which was typically the minimum amoulit of stone around pits,then this system has enough cltpaci.ty for a seven bedroom house. It SbOUld lie.noted.that the Title V report states that the distribution box must be replaced to pass inspecu' n. If you have any further questions please contact me. Y*Tho�masBunkcer Professional Land Surveyor BSS Design, Inc SOIL L06 101.8 minimum 2% slope '100 — — — —_ — TEST HOLE =1 I(=1 I l=1 I !=I 11=I I ( CLEAN BACKFILL I=� EL 101.4 TOP AND RISERS AS REQUIRED "(1/8"=1/2")p IG COVERS WITHIN 12' _, I I 4.5, 2 eastone I L 100.4 SUBSOIL 1.1 F FINISH GRADE I ( I— •••••= •• SILT & SAND 1 4" er foot =I I I e a a e e e e. 1 WITH GRAVE. noe eee e e n ( I EL 97.4 4. J e e e 97.37 e•)r1 e I iRIBUTION. BOX i e i o�o _ MEDIUM SAND e :h n ( I WITH GRAVEL F AASHTO — H10 to< ', a e I 97.20 I s e v}n ° ° I (- EL 93.4 - 8. w I ^III eme e3n MEDIUM SAND -i I lea 1 a asI Q _ i I 4tj oo I I- EL 89.4 DRY 12 ' G�3_ e u � 91.70 eee _ fee I I l l CONTRACTOR SHAH EXCAVATE 8 4' BELOW BOTTOM ND/GOF PIT TO DE S I-G N CRITERIA VERIFY SAND/GF2AVEL-SOILS �. 2, 6 2, NUMBER OF BEDROOMS 3 brn SYSTEM lop - DESIGN FLOW 110 g LEACHING PIT TOTAL DAILY FLOW 330 c USE (1) 1,000 QAON AASHTO—H10 PRECAST LEACHING PIT AITH 2' OF STONE ALL AROUND CALCULATIONS OBSERVATION HOLE & SEPTIC TANK: PERCOLATION TEST D/ DESIGN FOR USE WITHOUT GARBAGE GRINDER 330 gal/day x 150% = 495 gal/day 1,000 gal TANK MINIMUM REQUIRED PERCOLATION RATE 2 min/inch e TAKEN BY Jeffrey E. Ryther LEACHING PIT: y t SIDEWALL = 2 Tr RH x 2.50 gaf/sf WITNESSED BY., Anne Gibbons = 179,79 sf x 2.50 CO,/sf/day DATE: August iC, 1993 j Slope = 431.98 teal/day BOTTOM AREA = 7<R2 x 1.0r a, s's s PERCOLAT10N M$T NOT PERFORMED PER 78.54 sf QI/sg/day BOARD OF HEALTH. 2 min/{etch IS AN = 78.54 goal/a y ASSIGNED VALUE. t. 1 +.►v v-��--- ti E7{IS-TiN6 TENNM COURT y 880 Mt. Pleasant Street y New Bedford, MA 02745 �� 508-998-7100 Over 300 ft --- c -- -- n N 1 Fencing to comply with 780 CMR 120.M105 Barrier Requirement 1 Gate to comply with 780 CMR 120.M105.2 h Swimming Pool Plot Plan 155 Ice Valley Road 20 x 40 Pool rn Osterville, Ma 286 ft.11 in. Prepared For �JJ Achilles&Aimee Papavasiliou 1 ��' �• C44 1 C ' P ---- r�.! 30.4' LE PIT �• '• SPRC AIIK 0—BOX rA LOT ENISTING LEACH 2.76 ACRES • ?IT � t• I K n _. gs i - - / ltl A lltl 31ID2 pOpy — / / 1 i N� 00 .44 1 ! � O IJ / / 1 /I y ' f 1 4 o to ,�aao 1 s 8608'10•i o � ICE VALLEY ROAD B o Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13 2013 required for Y every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist 'at the end of the form. Important: A. General Information When filling out forms on the _ computer,use 1. Inspector: only the tab key to move your i S .cursor-do not Linda Pinto use the return Name of Inspector key. CSN Engineering .Company Name P.O. Box 2030 Company Address Teaticket MA 02536 �fD City/Town State Zip Code 508 299-3250 4432 Telephone Number License Number B. Certification 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 the inspection. The inspection was performed based on my training and experience in the proper function and'maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fail l p. ❑ Needs Further Evaluation by the Local Approving Authority ca May 13, 2013 4 Inspector's Si a e Date . r� The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DER The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time-This inspection does not address how the system will perform in the future under the same or different conditions of use. f Commonwealth of Massachusetts Title 5 Official Inspection' Form Subsurface Sewage Disposal.System Form-Not for Voluntary Assessments M , 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13 2013 required for _ Y every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: 1 have not found any Y information which indicates that an of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or-more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments M , 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is required for Osterville MA 02655 May 13, 2013 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipes)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): [] The system required pumping more than 4 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board.of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ 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 Commonwealth of Massachusetts Title 5 Official l.nspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M ,•�''r 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Y Osterville MA 02655 May 13 2013 required for , every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines,that the system is functioning in a manner that protects the public health, safety and environment: El The system has a septic tank and soil absorption system,(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply: ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. . ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**,. Method used to determine distance: **This system passes if the well water analysis,.performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.,A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component d'ue,to overloaded or clogged SAS or cesspool ❑ ® Discharge'or ponding of effluent to the surface ofthe ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® 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 %day flow I Commonwealth of Massachusetts ID Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Ice Valley Osterville Property Address l Whiteman Credit Shelter Trust Owner Owner's Name infoation required forte Osterville MA 02655 May 13, 2013 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ElRequired 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 SAS, cesspool or privy is below high ground water elevation. . ❑ ® Any portion of 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 1 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. [This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis, and chain of custody must be attached.to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails.i have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ 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 supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E-or failed under Section D shall upgrade the system in accordance with 31.0 CMR 15.304. The system owner should contact the appropriate regional office of the Department. I . Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M , 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 Ma 13 2013 required for Y every page. Citylrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? 0 ❑ Were all system components, excluding the SAS, located on site? ® ❑ -Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid,,depth of sludge and depth of scum? ® ❑ ,Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the°Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: � I Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 550 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �M ,•�' 155 Ice Valley Osterville - - Property Address Whiteman Credit Shelter Trust Owner Owner's.Name information is required for Ostery Y ille MA 02655 May 13 2013 every page. City/rown State Zip Code Date of Inspection D. System Information Description: 1,500 Gal concrete septic tank, D-box, two 1,000 gallon leaching pits(design 78 code) Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: 2012 (6 months)-23,000G 2011 - 151,000G 2010 -99,000G Sump pump? ❑ Yes ® No Last date of occupancy: Spring 2013 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes R❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13 2013 required for Y every page. City/Town State Zip Code Date of Inspection D. System Information. (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Town Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑. Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and ` maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 155 Ice Valley Osterville Property Address . Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13 2013 required for , every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: Unknown Were sewage odors detected when arriving at the site? ❑ Yes ® ' No Building Sewer(locate on site plan): 24" Depth below grade: feet Material of construction: ®cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: N fe eett Comments(on condition of joints, venting, evidence of leakage, etc.): (Tight) (Yes) (None) Septic Tank(locate on site plan): 6„ Depth below grade: feet Material of construction: ®concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) 1,500 Gallon Septic Tank. If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy_of certificate) ❑ Yes Z No Dimensions: 1500 gallon 2" Sludge depth: I Commonwealth of Massachusetts Title 5 Official Inspection form _ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments' ,M ,.•''y 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is required for Ostery y ille MA 02655 May 13, 2013 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 28" Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 16" How were dimensions determined? Tape Measure Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Concrete cover is 6" below grade with 20" riser. The structural integrity of the tank appears sound. The tank has PVC pipes with PVC tees on the inlet and outlet ends. The liquid level is at the level of the outlet invert and there was no sign of backup or leakage in any of the tanks. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete El metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date I Commonwealth of Massachusetts Title- 5 Official Inspection Form Subsurface Sewage Disposal System Form'-Not for Voluntary Assessments M , 155 Ice Valley Osterville Property Address. Whiteman Credit Shelter Trust Owner Owner's Name information is ' required for Ostery Y ille MA 02655 May 13 2013 _ every page. »Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ' 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13 2013 required for Y ' every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The D-box appears to be in good condition with no sign of solids carryover, and 2 outlets. The top of the D-box.is 20 below ground.. There is no sign of backup or leakage. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required) If SAS not located, explain why: c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments , 155 Ice Valley Osterville Property Address. Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13 2013 required for y every page. City/Town State Zip Code Date of Inspection D. System Information (cost.) Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of�hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Concrete covers are 14" below grade with 20" riser to top of tank. There are two 1,000 gal pits.There is no sign of hydraulic failure in the area of the SAS. Both chambers were dry with no visible stain lines:'The top of the chambers is 14"deep. There is no sign of hydralic failure in the area of SAS. Cesspools (cesspool 'must be pumped as part of inspection) (locate on site plan): 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 ❑ Yes ❑ No f _ , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments. M z 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is Osterville MA 02655 May 13, 2013 required for Y every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, - etc.): 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.): j Commonwealth of Massachusetts Title 5 Official .Inspection- Form Subsurface Sewage Disposal System Form=Not for Voluntary Assessments 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name information is required for �Ostervilie MA 02655 May�_ 2013 every page. Cityrrown _ State Zip Code Date of Inspection D. System Information (cunt.) Sketch Of Sewage Disposal System:'Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately 47C-f-- V A I i 54S A � f74;,l�.V --� FoL ® -�roo 6a t. 5_ a 6 Z- 3 �y bz < < L 66 f • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Ice Valley Osterville Property Address Whiteman Credit Shelter Trust Owner Owner's Name infeouiredor'f �g Osterville MA 02655 May 13, 2013 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: >20' below bottom of SASfeet Please indicate all methods used to determine the high ground;water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators,.installers-(attach documentation) ® Accessed USGS database-explain: You must describe how you established the high groundwater elevation: USGS Maps show ground at site at elevation 36, Bottom of-Leach Pits is approx. elevation 25. Bog t Pond is approx. elevation 2. Seperation between high groundwater and bottom of system is>20' Before filing this Inspection Report, please see Report Completeness Checklist on next page. r • Commonwealth of Massachusetts Title" 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Ice Valley Osterville Property Address .Whiteman Credit Shelter Trust Owner Owner's Name information is required for Ostery Y ille MA 02655 May 13 2013 every page... Citylrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A,`B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file r " I�� i Clair -A'. Nrurray 155 Ice Valley Road 3/11/00 Oaterville,Mass. 02655 System consists of. 1 -1500 gallon septic tank. 1 -Distribution box. 2-1000 gallon leaching pits. 78 Code Al 1 � � I ` TOWN OF BARNSTABLE LOCATION /?51T y A.r SEWAGE # ' ✓Il.LAGE ��, 'lJ/�C /�/f¢��. ASSESSOR'S MAP & LOT v INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ZOO LEACHING FACILITY: (type) X� �� .`7 (size) O � NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 Fact (If an wetlands exist within 300 fee f leac 'ng aci Feet Furnished by ` t �. f � _. �°� � � �. o o- i ��! _ _ � -- �f /� r �� . / `� �� `. �, '� ._.. f DATE : . 3/1'7/98 PROPERTY ADDRESS : 155 ICe' Valley Road � MqR Osterville,Mass. 1998 02655 "'r'«cFPjtia f 6' r On the above date, I Inspected the saptic system at the above eccre-s�". This system consists of the following: 1 . 1 -1500 gallon septic tank. 2 . 1 -Distribution box. 3 . 2-1000 gallon precast leaching pits. oase4 on my InPr�ectlon, I certify the following conditions: 4 . This is a title five septic. ( 78 Code ) 5 . 1 -tank cover was broken. Replaced cover. 6 . Box and pits covers should be raised. Box 4 ' below grade #1 pit is 4 ' below grade #2 pit .is 3 ' below grade. 7 . The septic system is in proper working order at the present time. • SIGNATURE: Name : J . P . Macomber Jr... i ------ .--------------- Company: J . P_Macomber &- Son_Inc __Centerville `Mess__02632 Phone :__-SS,.3338_____-- t THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY )OSEPH P. MAGOMBER & SON, INC. T�nkrC�upoolHLe,chllelda . Pump+d G Initlllyd Town Sewer Connectlont P.O. Box W Centerville, MA 02632.0066 7 7 5-3 3 3 8 7 7 5-6412 C a_? COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET. BOSTON, MA 02108 617•292.5500 WILLIAM F WELD TRIU DY C Govcmor Sc:: ARGEO PAUL CELLUCCI DAB ID B STR Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commiss PART A CERTIFICATION Property Address: 1 55 Ice Valley Road OstervilleAddress of Owner: Date of Inspection: 3/1 7/98 (If different) Name of Inspector: ber Jr. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: J.P.Macomber & Son Inc. Mailing Address: 32 Telephone Number: b08-775-3338 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is vue. accura and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper iunclion an( maintenance of on-site sewage disposal systems. The system: Passes 7 Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails G Inspector's Signature?al Date: j�J/" The System Inspecto mit 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 flow of 10,000 gpd or greater, the inspector and the system owner stall subm the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to T.* stislem ow and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A) SYSTEM PASSES: _Z1 have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CmR 15.30 Any failure criteria not evaluated are indicated below. COMMENTS: 81 SYSTEM CONDITIONALLY PASSES: One or more system components as described in the 'Conditional Pass" section need to be replaced or repaired. The system, uc completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes no or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined', expla-n why not The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (10) years prior to the date of the inspection. the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exiiltration. or ta: 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 04/25/97) Pape 1 of 10 DEP on the World Wide Web: nttp rnvww.magnetstate ma usvoep Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 155 Ice Valley Road Osterville,Mass. Owner: Burton Stearns Date of Inspection: 3/1 7/9 8 B) SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or oostructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if (with approval of ine Board of Health). Describe observations: 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 pipets). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction.is removed C) FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: X& 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 MA-NNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 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. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM 15 FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: , j The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. i The system has a septic tank and soil absorption system and the SAS 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 ind,cates 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. Method used to determine distance /LPG (approximation not valid). 3) OTHER (revised 04/25/11) Pests 2 of 10 f „ , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 155 Ice Valley Road Osterville,Mass . Owner: Burton Stearns Date of inspection;3/1 7/98 D) SYSTEM FAILS: You must indicate ei',,.er "Yes" or "No" as to each of the following: 41V I have determined that the system violates one or more of the following failure criteria as defined in 310 Cn1R 15.303. The bass for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes N� 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 clogge-d SAS or cesspool. Static liquid leverr�+t.I in th distributi n box above putlet invert due to an overloaded or cloggec SAS or cesspoo NC fl�s jT°b Ore a,�W Liquid depth in c*svee+ 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 pipets) Number of times pumped r . 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 suppiv Any portion of a cesspool or privy is within a Zone I of a public well. -F- 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 wt;h no acceptable water quality analysis. If the well has been analyzed to be acceptable, anach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. III E) LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: �0 The system serves a facility with a design flow of 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: Yes No &/A the system is within 400 feet of a surface drinking water supply .%Q 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 it of a public water supply well) 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 (revised 04/25/97) Page 3 of 10 v \ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 155 Ice Valley Road Osterville,Mass . Owner: Burton Stearns Date of Inspection:3/17/9 8 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No J.C/ Pumping information was provided by the owner, occupant, or Board of Health. _k None 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. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. 4 _ The site was inspected for signs of breakout. _ All system components, %luding the Soil Absorption System, have been located on the site. — The septic tank manholes were uncovered, 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. / —The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) ):15.302(3)(b)) (revised 04/25/97) Pegs 4 of 10 R ..� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 155 Ice Valley Road Osterville,Mass. Owner: Burton Stearns Date of Inspection: 3/1 7/9 8 FLOW CONDITIONS RESIDENTIAL: Design flow:�g. d./bedroom for S.A.S. Number of bedro Tr Number of current residents: Garbage grinder (yes or no): �J Laundry connected to syste (yes or no)y Seasonal use (yes or no): °y Water meter readings, if available (last two (2) year usage (gpd): Pgo, ` l ro 7 D� =1197-5�✓ Sump Pump (yes or no): Last date of occupancy: 4k'-40 COMMERCIAUINDUSTRIAL: Type of establishment: Design flow: A/4 aallons/day Grease trap present: (yes or no)-A)A Industrial Waste Holding Tank present: (yes or no)A/4 Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available:1(j/� A)i4 Last date of occupancy:—AA- OTHER: (Describe) / Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and urce of information: A14T Me, System pumped as part of inspection: (yes or no)�Lo If yes, volume pumped: gallons Reason for pumping: TYPE SYSTEM Septic tank/distribution box/soil absorption system _S6 Single cesspool VV Overflow cesspool t '(1 Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) iV I/A Technology etc. Copy of up to date contracts' Other APB?%.ATEE AGE of all components, date installed (if known) and source of information: f/QV«� Al Sewage odors detected when arriving at the site: (yes or no) 'PD (reviiod 04/25/97) D&9. 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:1 55 Ice Valley Road Osterville,Mass . Owner: Burton Stearns Date of Inspection: 3/1 7/98 BUILDING SEWER: (Locate on site plan) Depth below grade:LL Material of construction: _cast iron Z0 PVC _other (explain) Distance from private water supply well or suction line GGt/ Diameter _ il Comments: (condition of joints�en ing, evidence of leakage, etc. S s s l la 7"S SEPTIC TANK: I,SG^l> t?fFj (locate on site plan) Jr Depth below grade: Material of construction: _✓concrete _metal _Fiberglass _Polyethylene —other(explain) If tank is metal, list age Is age confirmed by Cenificate of Compliance444 (Yes/No) Dimensions: Sludge depth: / Distance from tog-ol-sludge to bosom of outlet tee or baffle: Scum thickness://-'s'4_<e_' i Distance from top of scum to top of outlet tee or baffler Distance from bosom of scum to bottom of outlet tee or baffle:.�- How dimensions were determined: Comments: (recommendation for pumping, conditi of inlet and outlet tees or b Hles, d th f liquid Lev I in relation to outlet sues, strunu�al in�iry, evidence of leakage, etc.) r r 1, GREASE TRAP:, (locate on site plan) Depth below grade:_/4 Material of construction;,( concrete 4,&metaWAFiberglass,4/A_Polyethylene�other(explain) .UA Dimensions: iU14 Scum thickness: 444 Distance from top of scum to top of outlet tee or baffle:_V4 Distance from bottom of scum to bottom of outlet tee or baffle: V* Date of last pumping: 16�# 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.) 7-e-4 5e 2.90 r (revised 04/25/97) a•y• 6 of 10 ti l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 1 SS Ice Valley Road Osterville,Mass. owner: Burton Stearns Date of inspection: 3/17/98 TIGHT OR HOLDING TANK:dAWe(Tank must be pumped priur to, or at time, of inspection) (locate on site plan) Depth below grade: V/ mater,al of construgion:,u,P concrete.vLmetali✓�i Fiberglass40 Polyethylene,10 other(explain) Dimensions: t)* Capacity AIA gallons Design flow, ,t/A gallons/day Alarm level. ^ ,4j _ Alarm in working orderA//4 1'e5;NA Nu Date of previous pumping: 161l' — [comments (condition of inlet tee, condition of alarm and float switches, etc ) DISTRIBUTION BOX:Z tlocate on sne plan) Deptn c: I-c..,d level above outlet invent �d Comme�•:s (note if le el anY distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) ec r' O e' . /!/ PUMP CHAn1BER:421IIA-1 (locate on site plan) Pumps r working order: (Yes or NO)�iQ Alarms ^ ,orking order (Yes or No)—&A (_ommen:s (note condition of pump chamber, condition of pumps and appurtenances, etc.) lr.vi..e P.g. 7 of 10 r k ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 155 Ice Valley Road Osterville,Mass . .Owner: Burton Stearns Date of inspection: 3/1 7/9 8 SKETCH OF SEWAGE DISPOSAL SYSTEM: ::uoe ties to at least two permanent references landmarks or benchmarks ic:ate all wells within 100' (Locate where public water supply comes into house) /Ho o I � P I6�6 a i lr.vi�.0 C�/15/97) ?ago 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 155 Ice Valley Road Osterville,Mass. Owner: Burton Stearns Date of Inspection: 3/1 7/98 SOIL ABSORPTION SYSTEM (SAS): IQ�y'� �� '�s r � ✓! �`T S (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: a leaching chambers, number: leaching galleries, number: leaching trenches, number,length: leaching fields, number, dime�ons: overflow cesspool, number: Alternative system: ff} ,,pp Name of Technology: t� -CB Comments: (note condition of soil signs of hydraulic failure, level of ponding, condition of vegetation, etc.) / L lci�rC- r> r £ -' , a S r ' ZZ CESSPOOLS: A-44,Ve- (locate on site plan) Number and configuration: All? Depth-top of liquid to inlet invert: Depth of solids layer: A11141 Depth of scum layer: A//O Dimensions of cesspool: 1y14 Materials of construction: A>r Indication of groundwater: inflow (cesspool must be pumped as part of inspection) ems o Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: (locate on site plan) Materials of construction: /VtP Dimensions: Depth of solids:-d'�&_ IComments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) ylL V l4 4i4 7 Z�,hG ya�"�7— (revised 04/25/97) Page B of 10 ' v 1 SUBSURFACE SEWAGE DISP(: t SYSTEM INSPECTION FORM r. 'C SYSTEM INFOl .. !ION (continued) Property Address: 155 Ice Valley Road Osterville,Mass. Owner: Burton Stearns Date of Inspection 3/1 7/98 Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater ElEI ation: / Obtained from Design Plans on record i/ Observation of Site (Abutting property observation hole, basemtrlt'simp etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records _ZCheck local excavators, installers Use USGS Data Describe in your own words how you established the High GrounciWa+er Elevation. Must be completed) Used water contours Map. Gahrety & Miller Model 12/16/94 (rwis-d 04/25/97) P49. 100f 10 .•.�rrn r+.-n-rr�n•t-ern:mr•rtnrrtr�*rasrrrr. r::�.-r:�ar:rrer-mn*re-nta*m�rner.rrr JI t TOWN OF Barnstable BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D .- CERTIFICATION \_ F...•�.��r.•.•...-�.ir.-.-rn.ran-nrrr.snrse+rr�-nn''—rn�rrn-�arirnrrnn+use-+rrrs-tn-na+e+i'rc'r7 rsmn-r+rrrrrrv- -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 155 Ice Valley Road Osterville,Mass . ' ASSESSORS MAP , BLOCK AND PARCEL # 96-010 OWNER' s NAME Burton Stearns PART D - CERTIFICATION I NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Seri Inc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Street Town or City Stat• LIP COMPANY TELEPHONE (508 775 - 3338 FAX ( 508 790 - 1578 f[ CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and complete as of the time of .inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : ysteui PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* \ The inspection wllicll I have con acted has found that the system fails to Protect the ptiblic health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date One copy of this c ification must be provided to the OWNER, the BUYER ( Where applicable ) and the DOARD OF HEALI'1I. * If the inspection FAILED, the owner or " 'Perator shall upgrade ' the eyetem within one year of the date of the inspection , unless allowed or required otherwise as provided in 3.10 CMR 15 . 305 , partd . doc `9 v w � ti _ SbjV THE CON.LMONWEALTH OF MA.SSACHUSETTS DEPARTMENT OF ENVZRONM..ENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTE MM D TITLE S SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws . Issued by The Department of Environmental Protection. - r --._...- ------------Po. /lc I C)11CCW( of the of `V]IC1 Pollu[iott Control t�� 1 DATE: 3/17/00 PROPERTY ADDRESS: 155 Ice Valley Road ----------------------- Osterville,Mass. ------------------------ 02655 ------------------------ On the above date, I Inspected the septic system at the above address. This system consists of the following: 1 . 1 -1500 gallon septic tank. 2. 1 -Distribution box. 3 . 2-1000 gallon precast leaching pits. Based on my Inspection, I certify the following conditions: C� 4 . This is a title fiver_septic_sy_stem_._ ( .-78 Code 5 . The septic system is in proper working order at--the-present-time. 6. The distribution box and pit covers should be raised. Box is 4 ' below grade, #1 pit is 4 ' below grade and #2, pit is 3 ' below grade. 7. Waste water is 60" below invert pipe on #1 pit - and #2 pit is dry. -� SIGNATURE:1 Name:_J .:P_ Macomber Jr_______ Company: Josei)h_P. Macomber_& Son , Inc . Address: Box 66 Centerville , Ma . 02632-0066 Phone: 508-775-3338 THIS CERTIFICATION DOES NOT CONSTITUTE 'A GUARANTY OR WARRANTY • JOSEPH P. MACOMBER & SON, INC. RECEIVE® Tan ks-Cesspools-Leachfieids Pumped & Installed Town Sewer Connections LIAR 2 1 Z000 P.O. Box 66 Centerville, MA 02632-0066 775.3338 775-6412 Or BARNSTABLE TOWN HEALTH DEPT. a � A i COMMONWEALTH OF MAPSACT-PSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTDZNT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617)292.6600 TRUDY 5. AROEO PAUL CELLUCCI DAVM B. S? Governor COS' SUBSURFACE SEWAGE DISPOSAL SYSTEM•INSPECTION FORM PART A CERTncAT10N Property Ad&*":1 55 Ice Valley Road Name cf Ownw Clair A. Murray Osterville,Ma s. 02655 Addreasofowrsor:845 Main Street Dsu cf rup+cdon: 3/1 7 00 Osterville,Mass. 02655 � ri (Pwa" Joseph P.Macomber Jr. I am a DEPMwacomber Secdon 15.340 of Thie 6(310 LIAR 15.000) �p,,y Na,re: J � htaar,g Address: 02632 Telaphorw Numb«• bud— / /b-3336 CERTiRCAT10N STATEMENT I cerdty that I have personally Inspected the sewage dlsposel system at this address and that the Information reported below Ia true, occurs and complete as of the time of Inspection. The Inspection was performed based on my tralrting and experience In the proper function snc maintenance of on-site sewage disposal systems. The system: Conditionally Pass$$ _ Needs Further Evaluation By the Local Approving Authority _ Falls 7 tnspecto/s 73p: e: Data:The System hall submit a copy of this In Iection report to the Approving Authority(Board of Health or DEP)wtWn thirty (30) eat completing this Inspection. If the system Is a shared system or has a design flow of 10,000 gpd or greater,the Irupettor and the system o shall submit the report to the appropriate regional oMcs of the Department cKmvironmercd Protection. The origin&! should be sent tomes system owner and copies sent to the buyer, If applicable, and the approving authority. NOTES AND COMMENTS revised 9/2/98 Pegs Iof11 %.1►mtw on Ilecyc.W paper SUBSURFACE SEWAGE DISPOSAL SYSTE)1 INSPECTION FORM PART A r" CERTIFICATION(Continued) Property Address: 155 Ice Valley Road Osterville,Mass. Owner: Clair A. Murray Dets of Inapecton: 3/1 7/0 0 INSPECTION SUMMARY: Check A. B, C, of O: A. SYSTEM PASSES: I have not found any Information which Indicates that any of the failure conditions described In 310 CMR 1E.303 exist. Any faaws criteria not evaluated are Indicated below. COMMENTS: S. SYSTEM CONDITIONALLY PASSES: -AZa- One or more system components as described In the 'Conditional Pass'section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes,no, or not determined(Y. N,or NO). Describe basis of determinatlon In all Instances. If'not determined',explain why not. The septic tank Is metal, unless the owner or operator has provided the system Inspector with a copy of a Certificate of Compliance(attached)Indicating that the tank was Installed within twenty(20)years prior to the date of the Inspection: or the septic tank, whether or not metal,Is cracked,structurally unsound,shows substantial Infiltration or exfIltrat)on, or tank failure is Imminent. The system will pass Inspection If the existing septic tank Is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed In the distribution box Is due to broken or obstructed pipeisl 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 A/a The system rsquired pumping-port+than'four'tfines wyeardue to broken or obMcted pipeW. The system wiifpssr- Inspection If(with approval of the Board of Health): broken plps(s)are replacid obstruction Is removed revised 9/2/98 Page 2of11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM IiWSPECTIt9N FORM PART A CERTIFICATION(corrdnued) Property Address: 155 Ice Valley Road Osterville,Mass. Owner: Clair A. Murray Date of Inspection: 3/1 7/0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: _a10_ 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. I SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES W ACCORDANCE WiTH 310 CMR 16.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH.WILL.PROTECT THE PUBLIC HMTHAND SAFETY ARID THE ENVIRONMENT-' Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland o►a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS Is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS 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 pr• ence of smmon(s nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance 40 _(approximation not valid). 3) OTHER revised 9/2/98 Page3ofll I SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTIgN FORM PART A CERTIFICATION (continued) PropertyAddre": 155 Ice Valley Road Osterville,Mass. Owner: Clair A, Murray Date of Inspection:3/1 7/0 0 D. SYSTEM FAILS: You plum indicate either "Yes" or "No" to each of the following: _/ 1 have determined that one or more of the following failure conditions exist as described 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. Yes No Backup o.9ewage into 4eciB"—setter component due tto an overloaded orclagged-S,AS-orcesspool. �--� Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. _ Static liquid-level i the--d' tnbutio ox-above outlet invert due to an overloaded or clogged SAS or cesspool. Ts Liquid depth in catr� o`F is less than 6"'-below invert or available volume is less than 1l2 day flow. Required pumping more th 4 times In the lest year NOT due to clogged or obstructed pipe(s). Number of times pumped M. 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 it-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 then 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: You must indicate either "Yes" or "No" to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 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: Yes No/ �/ the system is within 400 feet of a surface drinking water supply ; the system-ia-witWn 200 test ofa tributary to a aurfaoe drinkiwg waior supply -- - Y the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST ProwtyAddress:155 Ice Valley Road Osterville,Mass. Owner: Clair A. Murray Dote of Inspection: 3/1 7/0 0 Check if the following have been done:You must Indicate either "Yes"or"No" as to each of the following: Yes No Pumping information was provided by the owner,occupant, or Board of Health. None of the system-compoaanu kaw&A~pwnpad4 watJeast twoweake&A&Ahevystem hubawwceiaiagwasaw flow rates during that period. Large volumes of water have not been Introduced Into the system recently or as pan of this Inspection. _ As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. _ All system components,Ji Iuding the Soil Absorption Syitem,have been located on the site. _ The septic tank manholes were uncovered, 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. The size and location of the Soil Absorption System orr the site has bean determined based on:- _ Existing Information. For example, Plan at B.O.H. _ Determined in the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable) _ 115.302131lb)1 The facility owner(and.occupant-,Jf diffaraW tronuawner).wera.prauLdad with lnfarrnatiomon the proper m•'n* f SubSurface Disposal Systems. II , revised 9/2/98 page sorii I ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIC41 FORM PART C SYSTEM INFORMATION Prop"Address: 155 Ice Valley Road Osterville,Mass. Owner Clair A. Murray Data of FLOW CONDITIONS RESIDENTIAL: Design flow: //1 g.p.d./bedro m. Number of bedrooms esig 1: Number of bedrooms(actual): Total DESIGN flow Number of current resi ants Garbage grinder(yes or no): 5 Laundry(separate system) (yes o o : If yes,sepat"s Impaction•required --. Laundry system inspected a)or n -61 Seasonal use(yes or no): 9 Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or no): NO 1 %OD'e A * � �� ,✓'� Last date of occupancy:_ COMMERCIAL/INDUSTRIAL Type of establishment: AJ� Design flow: AAA gad ( Based on 16.203) Basis of design flow AIA Grease trap present: (yes or no) Industrial Waste Holding Tank present: (yes or no)IV4 Non-sanitary waste discharged to the Title 6 system: or no) 4�l Water meter readings,if available: Last date of occupancy: ALA OTHER:(Describe) AM Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and squ ce of information: System pumped as part of inspection: (yes or no) ' If yes, volume pumped: gallons Reason for pumping: AJ TYPE OF SYSTEM Septic tank/distribution box/soil absorption System Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) _0W I/A Technology etc. Attach copy of up to date operation and maintenance contract _A)d Tight Tank �A Copy of DEP Approval Other �A APPROXIMATE A of all compopents,!Je installed{if known)-and source of,information: Sewage odors detected when arriving at the site: (yes or no)_ revised 9/2/98 Page 6ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTIOKFORM PART C SYSTEM INFORMATION(continued) Property Address: 155 Ice Valley Road Osterville,Mass. Ownw: Clair A. Murray Date of 4ispection: 3/1 7/0 0 BUILDING SEWER: (Locate on site plan) Depth below grade:! Material of construction:_cast iron 1/40 PVCA)d other(explain) Distance from private water supply well or suction line Diameter Yrr Comments: (condition of joints, venting, evidence of taakage,-otc.) Joints appear tight No evidence of leakage SEPTIC TANK: � (locate on site plan) Depth below grader Material of construction: concreteAk!metalA)0Fibergla33Af 0 Polyethylene&Oother(explain) If tank is Fnetal,list age I&V Js.age.confirmed by Certificate of Compliance (Yes/No) )', r Dimensions: V �!/� 3'P"&IA Sludge depth-TA",_ 11 Distance from top of sludge to bottom of outlet tee ortraffle:/�tiC, Scum thickness: Qi� Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outi tee or baffle How dimensions were determined: 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.) Pump septic tank nnually a garb poossaal1 is present i urc -leve� e let invert is 51 ii The tank is - rnetiira 1 1 3; -nnnrl Tank- -hnw- nn e GREASE TRAP: #, (locate on site plan) Depth below grade: Material of construction:V.4 concrete/2.4metal VAFiberglass/VAPolyethylenedylother(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scym to bottom of outlet tee or baffle: Date of last pumping: 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 is not present_ revised 9/2/98 Page 7orn SUBSURFACE SEWAGE DISPOSAL SYSTEM LVSPECTk2N FORM PART C SYSTEM INFORMATION(contirwW) PropertyAddre":155 Ice Valley Road Osterville,Mass. owner: Clair A. Murray Date of aupec°°"' 3/1 7/0 0 TIGHT OR HOLDING TANK-4 Nt.(Tank must be pumped prior to, or at time of, inspection) Ilocats on site plan) Depth below grade: A/A Material of construction:41*oncretel4metalAlFibergless/.I&olyethylene,Aother(explain) AIA Dimension:: Capacity: gallons Design flow: gallons/day Alarm present Alarm level: Alarm In working order:Yes/f[/ Node Date of previous pumping: JJA Comments: (condition of inlet tee, condition of alarm and float switches,etc.) Tight Or holding tanks arp nnf nracanf- DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: Comments: (note"if level and distribution is equal, evideno*of solids carryover, evidence of leakage into or out of box, etc.) — — DistribLti on hnx has i-wn 1 aterals. NrQuidonce of solids ear-r-y over-No pvi dpnrp of 1 eak�e in+-n n- Qut GE iehe box- PUMP CHAMBER: AW-1 (locate on site plan) Pumps in working order:(Yes or No) V4 Alarms in working order(Yes or No)�i Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) Pump rhamhi-r i s not nrocont F ' revised 9/2/98 Page 8of11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEit/WFORJAATION 1 contkuW1` PropertyAddreas: 155 Ice Valley Road Osterville,Mass. own«: Clair A. Murray Dale of{napection: 3/1 7/0 0 /t ' SOIL ASSORPTION SYSTEM(SAS)• (locate on site plan.If possible;excavation not required,location may be approximated by non-Intrua)ve methods) If not located, explain: Type: leaching pits,number:, leaching chambers,number. laaahing galleries,number: Isoching trenches,number, length: leaching fields,number, dimension'. overflow cesspool,number: Alternative system: Name of Technology: -L'Itle Five ( 78 Code Comments: (note condition of soil, signs of hydraulic failure, level of pending, damp soU,condition of vegetation, etc.) Loam or lion inc1.Soils, dire drU.CIP(jataf i nn i S nnrm�1 CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to Inlst invert: AIA Depth of solid*layer: Depth of scum layer: AW Dimensions of cesspool: AIR Materials of construction: Indication of groundwater. If inflow(cesspool must be pumped as part of Inspection) CeSSgoo G are not nrpspnt Comments: (note condition of soil, signs of hydrauUc falluro,.level of pending,-condition of-vegetation, etc.) Cesspools are not tirpGpnt PRIVY: (/ (locate on sits plan) Matedals of conatruc qn: Dimensions- Depth of aoUds: AW Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation;etc.) Privy is not DrPSPnt revised 9/2/98 Patc9ofII i f - SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTION FORM PART C SYSTEM INFORMATION Ieorninued1 Prop*MAd&*": 155 Ice Valley Road Osterville,Mass. Owrw: Clair A. Murray. Date of truP.c$on: 3/1 7/O 0 SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to at least two permanent reference landmarks or benchmarks locate all walls within 100' ILocate where public water supply comes Into house) t o i4 revised 9/2/98 Page 10ofIt t r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C C '"i SYSTEM INFORMATION(continued) ProportyAddress: 155 Ice Valley Road Osterville,Mass. Owner: Clair A. Murray Data of Inspection: 3/1 7/0 0 NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep _ SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to GroundwateAFeet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record observed Site (Aburtin propert bservation hole,basement sump etc.) . ✓ Determined from local conditions �hecked with local Board of health _Checked FEMA Maps Checked pumping records Checked local excavators, installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Used water contours map. Gahrety & Miller Model 12/16/94 revised 9/2/98 Page IIofII `+•rrnAr•nrrr•.-n-Zmr mr•nmr.--pert rs'rrerlR:7+••�Tnrrl.RRrIT AanttY*rs7nala�l T1r.7T-7-�r�...--,r•; 1 TOWN OF Barnstable WARD OF HEALTH SUilSUNFACF SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION I •.•rrti-�•..-•. r-r ►".-:-n'++n+nrt.+n rwanre. n�rnra�.�ornrt www�-v-�w*�w�,e+wt�n�-wry tin ...pre-•►r-„-...A -TYPE OR PRINT CI,EARLY- PROPERTY INSPECTED STREET ADDRESS 155 Ice Valley Road Osterville,Mass. ' ASSESSORS MAP, BLOCK AND PARCEL i OWNER' s NAME Clair A. Marray PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber� & Soa;wInc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Street To►n or City State LIP COMPANY TELEPI4ONE ( 508 1 775 - 3338 FAX ( 508 790 - 1 578 !T A CERTIFICATION STATEMENT I certify that I have personally inspected the sewage diaposa7 system at this address and that the information reported is true , accurate, and omplete as of the time of -inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : System: PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or Lhe environment as defined in 310 CMR 15. 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. Sys tem .FAILED* The inspection which I have con has found that the system fails to protect the public !health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector SignatureAL Date ne copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF HEALTH, * If the inspection FAILED, th-e owner or" J orator shall upgrade he sYste within one year of the date of the inspection, unless allowed ortrequiredm otherwise as provided in 3.10 CMR 15 - 305 , partd .doc LO CATION - , SEWAGE PERMIT 130. VI,LLLA E INSTALLER'S �NME a ADDRESS , , AOR OWNER DATE PERMIT ISSU D DATE COMPLIANCE ISSUED J ,_ P-0 /VAN TOWN OF BARNSTABLE —UNDERGROUND FUEL--AND CHEMICAL STORAGE REGISTRATION ewDA1r:. '"J a` S� OWNER AND INSTALLER INFORMATION ADDRESS: _`"i_`� 4-6,0,1 QA MAP NO. l PARCEL NO.16/0 r (t OWNER NAME: VILLAGE: t6./Mt1l i INSTALLATION DATE: BY: ADDRESS: - CERT. NO. C©►V 1 ACr- P-0 TANK INFORMATION LOCATION OF TANK: A.to r/ _ • E CAPAC I TY 1!'3; TYPE ta» \ AG m ;-;Fl9) iAL/CHEM I CAL F TESTING CERTIFICATION C ] PASS [ I ] FAIL DATE LEAK DETECTION . C ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION C ] YES C ] NO DATE TO BE REMOVED ' FIRE DEPT. PERMIT ISSUED C ] YES C7 NO DATE CONSERVATION C CHECK IF N/A /// DATE BOARD OF HEALTH TAG NO. [ ']C ]C ]C ] DATE //7/9 h<X PLEASE FROVIDE. A._ SKETCH SHOWING THE.TANK. LOCATION ,ON .'THE `BACK-OF THIS CARD a°t...-...tar-.F....,.4:µs.t s„d 41.:.e..r. x.4f.w .?.. 3zb+' .- •1:.,r. ,n+..iY.,6:....,-.. : ...':s .. .._ 4 `.:, .+n7e .L _.. . ,, .. .. _,.:: ; ._ ., a• _ .,. a_ ,... .... .. d ��9e \Pb, �A �— No........� .... Fi@B........ ��............:..... THE COMMONWEALTH OF MASSACHUSETTS BOAR® E HEALTH ..............OF....... '..... . t Applira#iuu for Dhipuiia1 Workti Tuutitrurtiuu ramit Application is hereby made for a/fPermit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ,�++,,,� ? /,✓ --- ..............•-•-----••-----•-•---.... .................5 _. e!�?�...... .. 1/2 ...... --- .... /.-�•�-anon ddress •-•-or•I.ot-No:. ...i-.... .. _ L�..J!_... ............................................... ..........................� .. y� f/j .. ner W '............ 7� Installer Address V Z Type of Building Size Lot.. - -Sq. feet ,., Dwelling4ZNo. of Bedrooms___4.... ...............................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ---------------- -•--_---_____--_ _ _ W Design Flow..-J ................................gallons per person per day. Total daily flow____ __©........................gallons. WSeptic Tank t Liquid capacityl._UGgallons Length................ Width................ Diameter................ Depth............ x Disposal Trench—No. _-_•------•-_--_-- W*d h ....... Total Length.................... Total leaching area. ._��,.�� Sq. ft. Seepage Pit No....a�.---------- Diameter _..... Depth below inlet_............... Total leaching area ........ ft. Z Other Distribution box (L�') Dosing tank ( ) 3� , /" � /—" 0-4 Percolation Test Results Performed b --._-------- Date_--_••--- ---------------------------- Y aTest Pit No. 1----------------minutes per inch Depth of Test P' _________ ________ Depth to ground water.---------_............. Test Pit No. 2................minutes per inch Depth of Test Pit________-•_-_-__-_-- Depth to ground water........................ a -•--- -----•---------------escrptonoo x W •---•------------•-------------------------•--••-•----------------•--•-•-•------------•-••----•--•--- -- -- ------- _------ ............. UNature of Repairs or Alterations—Answer when applicable.__._. . ���� :djf� --------------------••-------------------------------------•---._...------------------------------------•----------------------------- ......------•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TTT - y g g p y of the State Sanitary Code— The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has been 'ss ed by he board of h. Sign ---....-•••------ --- ................................ Date Application Approved BY-• ... - •. •... G? = ._. y Date Application Disapproved for the following reasons....................... ----•-----••-----•-••-••....--••--••--•-------------•------•-••-.........-•-••........_ --------------•--•--•--.......--•--------------------------------•••-••-•-••••----------------••--.........--•-•-•----•-----••---•-----------•-----•-..........-••----•-------------------------...._.... i- Date r PermitNo......................................................... Issued.. ..... .............................. ' Date No......--•4P --- r Fmc.......Y.................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® qF HEALT . .... .....OF...... r< Apphratiou for Uiipntial Vorko Tuntilrurfia,n ramit Application is hereby made for a Permit to Construct ( ) or Repair ( , ) an Individual Sewage Disposal S stem at �- y � ou ° ' f .- ation- ddd�ress or Lot No. cX..`!-•.................................. .................. -•--- - ................. ---------------- j r caner A a ..:.... /+ .................................... � ,�_.,r'._. ! ................ ' Installer Address Type of Building Size Lot___ __________:____.____--Sq. feet ((FI, Dwelling�No. of Bedrooms._._______________________________Expansion Attic ( )' Garbage Grinder ( ) pa.I Other—Type of Building ___________________________ No. of persons..........................:.'' Showers ( ) — Cafeteria ( ) 114 Other fixtures ' d •--------------••-.--------------------- ;; iG Design Flow_..' ................................gallons per person per day. Total daily flow..... gallons. 1:4 Septic Tank I Liquid capacity./S* allons Length................ Width._____._*._.__.. Diameter_--_--__--__--_ Depth................ Disposal Trench—No_ ____________________ W _._.____.________._ Total Length__.._______._.. Total leaching areal ' Sq. ft. Seepage Pit No.___ , ---------- Diameter -_- --__- Depth below inlet.._.r�............... Total leaching rea___:_.__.._._.sq. ft. Z Other Distribution box (v") Dosing tank ( `� Percolation Test Results Performed by....................:............. .,� ..___.............. Date._ ,--4 Test Pit No. I----------------minutes per inch Depth of Test Pi /.............__.. Depth to ground water--___----_--____-.-__-_ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-.-_-_-____-___.------_. O Description of Soil.. W ------------•------------------------------------------•-•--....----------------......---------•--. --•-- ... ,/j U Nature of Repairs or Alterations—Answer when applicable -" �' - �' � . --- V ...--------•---------------------•------------.----...----------------------------------------------._.-----------------.. -- --.:..._.......................... --:_ '___-----.-......:_. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TT LE p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate'of Compliance has been ' s ed by e_boa-d of h. Sign --- Date Application Approved By--- '`� ' # - --- Date Application Disapproved for the following reasons-....................... ------------------................................................... ----------------------•--....--------•-------•--•-••------------------------------------••-----------------•---------------......------------------------------------•-----------------....------------. Date PermitNo.......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS � �, . BOARD OF- HEALT........O F.........' !.�i. �- .L............... r ifiratr of Toutp attrr TH S I O C TI l a e Individual Sewage Disposal System constructed ( ) or Repaired by . r ' I st Iler ,� 1 7.7 at "` ---------- -- ------- �� has been installed in accordance'with the provisions of TIC'` j o. T e State rnitary Code as des i d in the . application for Disposal WorksrConstc iciion Permit No.------------- dated------'2'- - I............. THE ISSUANCE OF THIS CERTIFICATE SHAD T BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY., �✓ ' 'a { ;//p� DATL.........:...` ... Inspector , -� f t 77 THE COMMONWEALTH OF MASSACHUSETTS �,} BOARD F HEAL T ~ G%M ......OF..A.. .. .... _....x.................... `........ Vf V N0.......... 1:......r. FEE........................ i >a 1 ;. iou permit Permission is hereby granted--- . -- --- --- --- ----------------•••• -- ..............•---•• to Construct ) or Re it ( a Indi idual Sewage Di; osal S st t r at No...,- L " - =` ................... - Street as shown on the application for Disposal Works Construction Dated-___.4.. ...." CJ............. -----•-•--------------- Board of Health DATE-----..�►... ... .. f......................................... FORM 1255 HOBBS & WA,RREN. INC.. PUBLISHERS Y BS.S. a 1 CB FND ce FND D E S I G N ENGINEERING TOWN .C'i�RNSTt�B e s � &SURVEYING '}r� (� ( 1 +� LOT 10 LUlo BEE 1 �J t•;I L .. N 17p6,05- E .. .. Bss nebientlmoo9rPoro a . - ..'400.35• .. 164 Zathedae I..Bt.Rd 35t 508.540.eeO6 FAX 5061 DIVISClot z O AL AL \ ►- \ EIaSTNG'TENNIS COURT U O AL AL R�T7 Hsnvc \ - 1\\ .1. "¢ Q. uAL /.. / \ i 1. ".11 1\ \\ \ \\ W U Q AiL/ /� /. l \ .\ I I k. \ \\ $\ \\ aw aQ0 LJ fn . L d BOG POND < W< a ON / / ;o/,,�,y�'•% ./� / ,i \\ \ \ �.\\\\ ,� \\�\\�`\\\`� t vYn '::� - 1 �iasn E NG I \\ M,.p,. CESSPOOL O .w L,.i a Q ' - I \ - . I' Nej?cvo 1 \ \ \ \\ \\\ rc% \\\\�\\\\ \ \ �36.2. \ ;i _J 1 p. ./ \ 1 `� \���?P�\\\\\\\ � - .SpppM1TO SHOWN \.I" \ \� Q 1 . . Q p LiJ- . / e/• ./ / / \ .\ \ \ \ 7B.' \\\ \\ \\:, \\\\\ \ \ \ REMAIN \ I \ \ \ J nIC. '.\ .\ rouc \' \ \ -\ 1 w \. \ \ \. \ \\\\\\\\ EMSRNc \ \ �\ \ \\ \ \�\\ PRGWOSDlO/NLEWA I::a\ tEACN �5. - - �� / / \- \ .I•amE; /,. / PgyoC \' :\ \ \ \ \ ., \.PITAL \ - / caRn6E \ FXISTINf. AL / / \ I / / .\ - \ \ \ \ \ \ t\ SEPTIC LT6YNE L'/'NEW \ .!'fL(OOR � \ \ \ I' TANK \ NIX/SF ID NATION I 3O5' \ sll� /I - \\ // \. \\ \\ \ \\D,BOX 1 ; I 1_ SYS7E:M nc 42T. _ _ •�\ I - - / scale 43 PATIO, szr n date \\ LOT 8 OCT 9, 2013 I `\ w\ / \ \ \'' EwrnNG 1: U \ `.L.. drawn AL 2.76 ,ACRES O75 FNOM'NEW HOUSE To fZ06D ZLWE I - \ \•. \ ��' \ \ PIT -\\ \\ :EJF, TJB . / 266'FROU NEW NGY/SE 70 LYZISTAL BANK �. •. \.fZ.\. cheeccketdd. - TOP OF COASTAL BANK / "_I:. `\ \' \ \ \ \\\ \ '4L.Y `� BENCHMARK: TOP OF 1 0� . \ � \ 1 I FIRE HYDRANT lob.number \`.'�' �-�� 1 ELEVATION as.os• 13066 GRAVEL ;o c6 FND revisions ... F\. \ \ OR/IfWAY \ nNG _ I \. \ \ -- 41 0. \ '\ \ \ \\ \ I, — — NOTES: 3636 ` eMeNr \\ \ \�• \ \ \\ \. 1. LOCUS.IDENTIFICATION: \\ —�\\\ 'HOUSE No. 155 ICE HOUSE.VALLEY ROAD ASSESSORS No. O96/o10. - LEGEND LOT 60 - \- ' I' \� \\ \ \\`<\� -- — 33___-- _ LOT 8 LAND COURT PLAN '5725U --- ---a2.--- _ 11 I I 2: LOCUS IS WITHIN: - PROPERTY IJNE \.\ '" \\.\ \\\\ �\ \ � ----- �� II I al \ ZONING DISTRICT: RF-1 - •n. `EXISTING.UTILITY POLE FLOOD ZONES: C. Ali ELEV r 11 .&'B - \ �:•. .. \ \\ \ _ —_——— III 1 I .. - -GORY: 8XPOSURE _ EXISTING.FIRE HYDRANT. '� \` GROUNDWATERBUILDING EPRIND EON OVERLAY�DISTRICT CB M- CONCRETE BOUND - '.Y.: \.\. \ `\��\��� � --Y9. --- \\ j 1 j�' ZONE II OF A.PUBLIC"WATER SUPPLYI.\ 26.--.- .\'I 11\11� t .. . FIRE DISTRICT C—O—MM .. TOP.OF COASTAL BANK RESOURCE PROTECTION OVERLAY:DISTRICT TRIANGLES POINT DOWNHILL. \ \ S 4� 8j•\� '--;27 \\I.I I 1 \ .3. LOT COVERAGE: ;20-- EXISTING CONTOUR RF-1'ZONINR nwacucNT'c \ • _ \\I I I I l � \ \\ to OF 4%oF MaS°9c BY STRUCTURES: EXISTING 5,312 SF 4.4/e,ED 4,789 SF4.0% ,ol:w OVERHEAD WIRES 'LOT SIZE 43,560 SF MIN.- PR 2@-.- '. \/ '36� _ w. Eo aN _sN _ 4. ELEVATIONS ARE FROM ON—THE—GROUND SURVEY SURVEY BASED ON 145 711t"(,I I 'I AIL •oA JACwK90H P.-FRONTAGE 25' MIN. -GIS MAP DATUM, BENCH MARK:"TOP'OFTIRE.HYDRANT LOT NADTH: 125' MIN. \ \ .wNKen t ELEVATION 45.09' - SETBACKS: FRONT:.:30' MIN \ 1 S.`242035 W FND o ra.saesT EXISTING STRUCTURES \ 5. SEPTIC SYSTEM WAS DRAWN AS OUR INTERPRETATION.OF .TO REMAIN SIDE: 15' MIN. \ ' . . rr fSSIONALt INSTALLERS SKETCH AND EXCAVATED AREAS LOCATED.- .. ",REAR: 15' MIN \- s EXISTING STRUCTURES BUILDING HEIGHT: 30' MAX 0' TO BE REMOVED 20' 40' 60' '.87,120'SF'REQUIRED IN R.P.O.D.. ® PROPOSED STRUCTURES drawing number B21-48 BSS D E S I G N 08 FNO GB FND "I ENGINEERING &SURVEYING LOT 10 E www.bssdesign.com . N 17:06 p5, ass Design,Lncnryureeed I"Retherive I..estd Rd Pd i-th H—ch—U.02540 603.6{0.6806 PAX 506516.6313 435t Z � O AL F . /IL EXISTING TENNIS COURT 0 F (n / a a AL339' „1 Q Y Q g d U.1 In ' 6 BOG POND ,;� � � o � a � J I N W- Of G PCWO/ J N; FA d J(n PORCH ���� ' FWNO,t Oq1, LLI - OJ Q U ALL 30' a jj/ / * Fp� OUSTING dg� PIT EMSTING / SEPTIC TANK AL D-BOX Q1yU�C NOU� scale ,u i / /' c�SQL 1" = 20' / ae All, / I LOT 8 MARCH 24, 2015 / EUSIING 2.76 ACRES drawn / I LEACH EJP / V checked job number 13066 • - CEI FND - revisions \\ qTO� LEGEND \\ 44 J49.09• S PROPERTY LINE \\\ 1020•W ce■ CONCRETE BOUND \ -- EXISTING STRUCTURES \ \\ \ 70 DOE VJV � rA PROPOSED STRUCTURES �� OF LOT 60 \\ m o THOMAS Via, \\ JF KSON NOTES: \ \ \ T a t,I�;a 1. LOCUS IDENTIFICATION: \ HOUSE No. 155 ICE HOUSE VALLEY ROAD ASSESSORS No. 096/010 \\ S 4).�8'e3• +��Q LOT 8 LAND COURT PLAN 5725U - 4s,13. _ 2. LOCUS IS WITHIN: ZONING DIST W STRICT: RF-1 \ FLOOD ZONES: AE (EL 12). SHADED X. & % \\ _ 45.71' _! �, BUILDING CODE WIND EXPOSURE CATEGORY: B - \ GROUNDWATER PROTECTION OVERLAY DISTRICT \ 5.24'20'35"W. GR FND ZONE II OF A PUBLIC WATER SUPPLY \ ESTUARY PROTECTION DISTRICT \ FIRE DISTRICT C—O—MM J RESOURCE PROTECTION OVERLAY DISTRICT 3. LOT COVERAGE: \— BY STRUCTURES: EXISTING SF 3.9R PROPOSED 5,762 SF 4.87. 0' 20' 40' 60' 4. SEPTIC SYSTEM WAS DRAWN ASS OUR INTERPRETATION OF �'�" drawing number � 1-4 INSTALLER'S SKETCH AND EXCAVATED AREAS LOCATED. $ VE1 E STRUCTURAL.FONgpATION NOTES O O < D N V-2 3/4 - 4'A 1/4' 3'-O' _ .41 B 4 T p T b GG iOP OF FOUND.!STEM -C01NELrION5 OF FELL HEIGHT FwHDATION -CLEAR LOVER FOR REINFORCING TO BE 3' yI V g_. •• LS ELEV.47'-b 3/4'(4256') KEY(LAST HAL TOFROM )S TO BE SECURED W EARS qq5 T�pES OF FOOTINGS 0R x r9 K; m WALLS, y YO e_ F TOP of FCNID.!SNELP <rvm nm -NO ER OR TO BE RACED IN t s r - ELEv.41'-B 3/B'(41.T0') ,'� .. WATER OR FROZEN 501E -SEE TYPICAL5nkrILRALDE GENERAL NOTES Q- p- AND TYPICAL DETAILS FOR OTHER o REOUIRE!¢NTS v M -_ __. _______ ____ __ STRENGTH MIN FC 3000 P51 rc •CONCRETE STRE o Z IAT 2b DAYS NN FIEELD. ro 5T°NSRJCYw°iv A6 \ •/ ' 'P Al ALL &0 DEFIED BARS BE ASTM A619. - STEP FOOTNG .__ h (2�19/4'%q V]IVL GIRT(BEIOWI - --__- -__ -- N s �B(�TF I 6 F zl------ ------- ` -------'a- ---- A6 ---' - -----'- -- - ---" WALL BELOW) .- a �______ __ _ ____ _________ _____� FOUNDATION GENERAL NOTES.FML h ____ _--_ --_ . 3-3. • 0} �TXI HEIGHT ON�19'% LpNTI LNIOIF CONCRETE O m r �. 7xb HALL (GONG.OFEN'G1 } ______ r I}� FOOTING F KEY 1 2 ROWS OF•5 BOTTOM PROVIDE HALL. _-___-__ I _ .- _ _ _ _ (RA.NG YV _ _-_- _l' 2 LI.HEk •S BE AP TOP(BOTTOM OF HALL.ttP. - - " P i. DETAILS ON i0 BE APPRO%.B'-10'./- R i0 7 o - BASEMENT - - - --- __---- _ -- -- Ali DWG.A-1 FOR ADDTION/y MEIi51 -i` I L (2)13/4'XgV (�)13/4 x91/2 TE FROST_ 04 Y 2"WALL - - � -_ ..2xb SMEAR WALL 0/2'.I � 'v. � � � LVL GIRT(BELL" LPL GIRT IBELpW i -q�l'jq�l1'AMLE55 NOTED)CLNTINWJSCK � • ' FRAMNfi W. _ _- ° P.T.54.E ' S DE51011 LONT.FOOn TOP OF SLAB.! m I ` _ ____ _ _ ___ t____--__ _ r K LONE.FOOTING W KEY.(]1 R015 OF IS REBAR _ - i I r. W 5/B'%12'ANCItlR '�Lp. ELEV.33'-0 V2'(33.TI') 4. _ .. TOP OF FQ1Np WALL! .__ _ ___: AT TOP OF GARAGE HALL(XEI6Ni OF WALL - AAN 21028 1 ELEV.41'-2 3/8'(4130'1 - 3-3 TO BE BASED ON GRADE LONOITI015 4'-0' W Q1 RO.�]-10%2-B a BOLTS!14'OL. - I ' - F I - r - - MIN.FROM FIN.GRADE TO BOTTOM X FOOTING) rTi (✓W.L TO BE DIRECTLY' r� , ', (MINTIN$r 3 WIDE x 2 NIWU .. P STALKED W HALL (LONG. 'G) S F-� ^' JDIBSRE BEEW SEE TYPICAL DETAILS FOR Y -SILLS TO BE(2)7x5(PRE55JRE TREATED)W 5/8'XI1' w TOP OF HALL!SASHES CLEA 1!5 REGUIRED AT * GALVANIZED STEEL ANCHOR BOLTS!2-B'OL MIN AND ' r •, , ELEV.301A 3/4'(35 BI') BEAM POCKETS FOR 1 AAN 7818 !12'FROM CORNERS(GARAGE AND WALKOUT TO HAVE III (� TYPICAL!(4)SASHES rF- '+ I STEEL AND HOOD SEAMS R ]X6 SILLS W ANCHOR BOLTS AT 1'-O.O.LJ BOLTS SWILL 1 ` (1�,WTllbr 1gDE1 ENGAGE BOTH PLATES AND BE FASTENED W 3'13•PLATE (•) IS 9/4' r 14'-0'-: ... \a ! .WASHERS.THERE 5NALL BE A MIN.OF 2 BOLTS PER SILL. r a}'.l' ads 10-4 I/7' } T'-T- B'-0' B'-0' 13'-I/]' l'-5 1/2' b'5 3/4'n ON UPPER SILL.SEE DETAILS NOTES AND u a ' F I i F I F I F I •:2%B SMEAR L(Irz'� _ CONNECTORS RS FOR A GH0R�OF wPERSTWIGTTURE TTo BEffR V ' __-_ ___- - FLY.SHEATH. TX 2%b �MO IN FOUNDATION. ' TOP OF FOUND.WALL! ; r: r. ;. r - .-n ' v ' SIDES,DN FOOTING HALL °V n":•. i ELEV.3b'-2 1/2'r%_210 - I i� ' c. i ..• • r W 5/B•xn NOR FRAMING W - -BASEMENT SLABS TO BE 4'LONLRETE BOLTS!24' P.T.SILL .••! ' 1 ' l ; _ !WALL P511 W WYM b%b W1.4xW14 HIRE :25T�riIR�l7�[7M�1- Tom-]'�TvYC.b12T7BE(. O'h'�STLTiI1tT(FJ�[Sw,- i(1 .61R7- LO TO BE REC%Y M,J' pw I - SiPLKEO W L 6 MIL.VAPOR BARRIER ' ' r ABOVE a • _ OVER b'ED TO RADM GRAVEL , -- .)o1sTs }a+- +a. a+a ap" ca'P!tTev To'ern MAN.DRY DENSITY �° ,e1 y:•.,.� AM 7102E ------- -- -- Ror]-lox2-e . I. :I .. - 5 F-I. s .. "'°T >+ a +Via.. - .+ m I AnN 281E - . - „.,�.. a n .+, _F I._- F --- FL f I GARAGE$LAB$To BE 4.co cae a is (MMTIN5,3 WIDE X2HG111 -.;`• y( _ __ _ __ ____ __ 5 - ...- _ , Y4DE) (3500 PSU ON b'WELL-6RADFD GRAVEL IF 1 (' r r Q r n _ ..... - __ I I N F I .. e _ COMP.TO q5%MAXARY DENSITY,SLAB ., i r , ' _-_____ ' q •.. .. .., To BE 5LOPEO APPROX.3 00PN TO' r r __-__ __ ____� ___ x .... v - Writ � ' r r �q x i.bIRfi7BE�ZT ZAd�N�STL.GmTIs�Lj?sva-. � 'x93'*>n::�IR�(BEL� �� W1o�iiC-SRf l�CL4'\) x�335RL.b1R4TBE� 4.'e• wERNEAv DOORS o' F` - PRTAN511M6 W - _ I 3 ,i _ 1 - la LAS 2x4 KEY IN FgU1 -BORC44(E PAVERS!FLLOR OFFLA ') i _ - -. F.T.1x5 ON TIIE.5) - PIN SLAB 3 fgMD. r FOR TORCH WAIL PORCH(PITLN F100R I/B'PER I2' , a - .___-__ '£ ______ _T i i (PlAVE nfE STAIR51- .. .. HALL W•3 REBAR AHAY FROM HOUSE) -------___ _____ ¢' --i' U IS I l /4'./- ' I r i I ' •\ IB'nr. £ .o- ^I a m ,;• I SEE PILAL DETAILS FOR FOOTING TO SLPPORT fir'",•� f+ r CM WALL ON R .. _ - I ,J� 101/7 (. INGI AIpftYA LLI Emss-" L_ __ ______ .0 _-_. :F'- _ r_y__ _ __ __ _ _ _ _ ____ HALL 6'CONCRETE SLAB W HARICHED EWE. . BEAM PGGKETRE SIR ED AT _ AST 2x4 KEY IN F _ r FOR PORCH FROST HALL / STONE VENEER. I �b%6 r21x2J GA E)W MESH(SET M r 5TE AND WOOD BEAM B'IANCRErE FROSTYULL 1- --��-- / N B'OF LOMPALTED LRU5HED STONE - ON q,I2'WMC.FOOTING(Ai - - :. I/2'STEM WALL _. RAI5E LEVEL OF GRADE!PORCH PS n EOU�. ___ _ K STONE VENEER OILY);MAMTAIN . O NEEDED) O BOTTOM F100TRK DE .•. .. _•- "r r 4 1/2'SHELF ., .. .. - I[ • TOP OF FOUND:!WALL/5TEM .. STONE VENEER- E •. ' „ - EO'1"l a a\a +4 - EIEV.42'-2/2'(a1027 A6 ! p. A6 9/4', ' s .10'ON CONCRETE 26 .FOOTING > • - :. £ .. ' r STONE VENEER ONLY);MAINTAIN ''� ------- - r ' _ 4',O'MINIMMPROIH GRAVE - - . TOP OF FQ.PID.!`.IELF ` i. NI , t0 BOTTOM OF FOOTING )13/4'X q 'LVL GIRT 1��. 3) /4•% I/2'L L GIRT(BE I ELEV. (4133') ,• r - - _ - - -_ -_ - _ e` O - _ .. 4'CK HALL ON I - _ - - '•. - FOOTING TO SUPPORT ___ _ ____ ___ -STONE VENEER � - ., .r - _ _ . •'. B_LESTLNE PAVERS!FLOOR OF _________ __________ ____- � ... ' �. I F i - - cU6a�m -tc�� PORCH(PITLN FLLtOR IW PER 12' _ - - _ ,-O _ - . - AHAY FROM HOL5FJ _ __ u r r _ W r x 16'•5 Irz' �,.�E FOM1VWPIy. m e m+ u c do .. „ LPST 1APrv- a li_a_-o�e E o q�E _ _ ..- F- .r -m - . - - 'l DR 6 0 F a _ - - - - TOP OF FOUND,HALL r 5frp FOOT\NG �7cm •y - - 4'TS-REBAR EONS. +: ELEV,47'-7 3/B'(4210')' .. `: ', .2 �/ V (n . r d 4'FROMATOP OF STEM F EV.43'-6'/4359 - _ Y1111%BFy\\ ._TOP OF SL9 FLOOR �AFr� TOP OF 51.9 FLOOR .LA•.... El '- ,. ! 00 FIR5T FLR. FIRST PLR.(BEYOND) V . - N.l 'fTPlu'• .a „ 1W'�) + T V ELEV 43't'l435') TOP aF STEM WALL J STORE HELF R TOP OF FOMD ELEV.42-0 3/4'1425b')@m .. Ta i0 C`L.L - - - ELEV.4]-2 3/B'l422O') TLP OF STEM HALL ELEV.42-2 3/B'(4220'1 � '�j` c VJ - TOP OF 0O/5'51ELF C - ELEV.41'-0 3/B'(41.T0'1 0 Ks', a ,r -. TOP OF FCVNp.$IEEE ELEV.41'-4'(4133)• - 'Y - a y - • 'IO' - .. - a_ s e oPJ PTEV� F$ .Y� 0 (C (O (71•5 REBAR -4 REBAR VERT. '�Q i .. 6 - O . (O' (2)5 REBAR- I/2'. ` GENERAL RAN NOTES� - b � � IN�a-0 TOIN -- - •v I V - F - 1rP\ 6 OF FOOTING - - `>�•� _O 10 -I5 REBAR HORIZONTAL -ALL Exr:WOOD FRAMED HALLS TO BE P.T. F00 - a / O s , I]'OL. 2x65!16'O.0 INLE55 NOTED OTHERWISE( 1 wow lLS TO BE Sxb5!Ib' .• .. U_ r N D.C... P.T.2%6 PLATE hNLE55,NOTED OT!:ERHSE) b -OppP S�BpT Of t - - O'LONLRETE WALL • 10'C4:nTE WALL - - r O O p ON 24'x 17' VI CONCRETE FOOTING IO'LONLRETE HALL FRU - B LgNCRETE FOOTINGW�• ON 24'x 12' .HINDOWS�FRENCH DOORS TO BE'ANDERSEN' �LOr4 - - - \ IV KEY ' #.. �RETE FOOTING A-SERIES HITH IMPACT-RE515TANT GLA55 � • '.' .. MEETING YR D.OF MASS.STATE SLOG. WOE.(RE ER VA O F KWIN _ - Job Flo.:1309 - - PATTERNS) .. 45 BENT REBAR - - - - I'•B q'oz. I A' \3''O data 20 NOVEMBER 2013 -REFER TO ELEVATIONS FOR WINDOW - ])45 REBAR - 2)5 REBAR 45 REBAR RO.HEIGHTS ABOVE SLAB - q•-B• SCaIO A5 NOTED !9'BA -fbl•5 REBAR •S REBAR'!B'OC. r •5REEARl B'O.L. drawn:KMW iOP OF.FOOTING TOP Q FOOTING is TOP OF FOOTING - '- -' -' - A'-B• 9 Of FORlp.HALL fBV. D' Q _BOTTOM OF FOOTING - BOTTOM OP PCOrING c - BOTTOM ELEV.32'-4/T'f323B') I A A �7 fBV. 10. T. C COLUMN/F "FOOTING SCHEWLE _. r -0 V'VO/•^�1� m 5'-I' MARK D'MENS ONS REINFORCING REMARKS _ A �� �� A- IL DETAIL AT 10" FOUND: W/STEM DETAIL AT 10 FOUND. VN/STEM F 3'-6%3 b X12 TIK . .EA. /, O AT FOUND.•(TYPIGAL) WALL/SHELF AT FAMILY WALL/SHELF RETAINING WALL _ (eoTTonr F U N 0 A.-.r_ I 0 W P L A (�`C� V y 2 B F-2 - 2'-O WIDE%12"THrC NO.REBAR CONT.(STRIP POOTJ A' RED SCALE, I/2 I'-O' SCALE: 1/2' a I'-O SCALE: /2' I'-O' $GALE I/4" I'-O' a /�,V ISSUED RCONSTRUCTION Bn! I of Ib THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M AC DATA - ,; _ , , . < = - - . ., - _ .. _. . _. . . o :. _ - V . . . . - . . . _ o y Vf r •. v '6 ap G 6 - _ _ - _ __ _ 8 o t Q cI< ro . 4: F - s 41 is f ,. a ! - 4 ! / t" 1 „ , . II 11. „ - s r' : v_'.:E: 7 .. ... m .v a .. E f■ .. . ... ao ti. : ■ �E __ ... h� 1 S' _ .— .. ._. ... .. .-._...... -... , ..... , r, , 7 , - - _.,. .. " _ - - �} _ - n. . ,- :i - _. r� f µ. FL. ,. j - .. 1 ,. _ .- I - :. ... .. .s , .- . - - Q) _, I -. r .,.a ... % .. .. -:'II .. u .-':_: .. - :_ -GREAT ROOM .. - . tt � W n 0 „. - _': - BA,fR. ...: _ - - ..._ •_ _ ROOM 2 - .X _ _ : , : - - ' r -BED ` < . � _ ` r .' e , F ., .,_ _ .. }. -U _ _ _ '.,1. .,! :Ili - _ _ ' �I BATH.2 ~ U _ _ - _ ,�.:,c ;• _ .c .:# _ .# I - DINING ...._ a) c, -.:,.Y v�F :. . >•MSTR.BEDROOM m - ,: _ _ - -_ 71 , I . . rA .„ :-: - . - _ I - - . I- � I y _ _ - L I I . :!:,,,� � , .... 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A ry y� date y: scale drawn v T� �9s > _ • I I r G: ,,, I s Hortlz snlD water eerr�EI ! RE II C ev.- SRO.IE -05T{ Y ENGIA- 3 ISSUED FOR CONSTRUCTION snt 5 of le .L" g o E �u - v A � - r 7: -v _ V � 4 y { § II t i :ww i : .1 _ I • r _ T... 1 ,�I 1 - - - " r � I f i 1 Ir NI.- , _ ! I - - 5 i•L�:t r. r• .r _ - _ Cif _• ., _ A -A u f : 1 Vim... • \ V is R6 F�;1 N a S �j ...... _. Ic.t .�N > — .:t•. _.:.•: - ,. f I Ln R f w ! r ..r E:., ,�_:-�••-\ ., - i Ali .. �u1 ai , ' li• T O f I 1 S "tl Lo jib j date F r Or' scale ,.- ,- . . = � �Q /AM sS90G .drawn 'f cn rev. m o N0.29 8eA( .: C-f rev. F , F P � n ss/C�AIWAW EENGIN��P .' /y L.L ISSUED FOR CONSTR ION sb{ 4 of 16 x � o _ V N V1 -E 6l ,... -- r.. •........ C � d V h, = C m i N ... - - J .. ,. ..-........ I r I i i a 1 S Ap— { U W r'tol.4 - b-4 �_' LA 11, : E rA i ( N i ! � I I i , r . � 1 �I I I i - > : I , E: : ..... ........ ......_.:__ _ .. : : r » 1 >w- _m : : i • r - i ., : i , ? 0 r tl I � i ,el ; I\/ ! - N _ __.._ .- __ , ..... ...... - ... :__ .. ......_. _.-_....- a _f G rp „ I i a ` a C1V1 7-7 i �I I II 1. IA CL i I F �tl , .. n ,3 I I r I cr ., 77-- 44 - r LT. date F I ,•;4,c.''-c .._... 7 '! ,y ss scale sl t I �t l r drawn .: .... rev. _. 0 2 QURAC C. 1. 43 MW rev...' co 13 IF ENG1N� RCONSTRU ION sht 5 of 16 I - ` 1 wi 1 BEDROOM 3 — _ OFFIGE&OFT HALL 0 m i v. 'i . - ... - G, �f : N VJ . MASTER BEDROOM GALLERY i HALL MSTR.BATH r W-LG- GREAT ROOM I �n. : ' is� � .:.-. - .. ._. ;: - '.- "'-• - I. --:c'aFr..� Y I `fy,r„v ry_CnI.vS - U ..;.. _.. : BASEMENT BASEMENT Rz BASEMENT `r Z,7 1. I it I - J r , a . 7 A , i • : - I - ->:'r y A t I l^ � W ' BEDROOM 3 ' BATH.;3 :. I; ! _ i I BATH.5 BEDROOM 5 O cu ' I/ -,.I ' ::. I �i J'f � �v[ '. F .."... I �r LI�y ; .._-♦. _.,: � 6L W (/i O G 4 . . I i I Pi I I J I i L l I ► N ro i _ s _ n° .: I .. 51 I , f. — cn f 1 e<. e j Q)' I i �ln Lfl KITCHEN �.I GREAT ROOM I I I Ln FORGHr0 1 :: I -.ry -b A . 'I (� 1...` job no. :, - U 6 I r, F,.c. N M date + BASEMENT rO> w/�C/q 9CyG scale _ ... I BASEMENT Q, drawn U> R B m n - = RUSH rev. �1 SrC]T � ... C. NQ'28 B$ rev. V c:, nn , C�STERED A U`AL ENG�N I { 6 ............ ISSUED FOR CONSTRUCTION sht 6 of IB : a.+ o ^ Oo - -,• _ BATH.5 I 'i t ;'BATH.4}, 5TORAGE t y I UPPER l I - G:-7a e i r0 o S BEDROOM 4 ,+, it HALL a I : G h I KITCHEN -,. BATH.2 HALL PANTRY - _ DINING 1 GS a, _ "' ` e. Iu M�1 i t B I 1 > LAUNDRY I :II ''`... `E ^ - -__ G__c.G 1'• 5 lG p = - 1 O N L _ ..-... ,..._ ..........._ ....... ...... ....... .. I 4 ....,:: L .,. ... tCT? 4�Yt ... .:- .::. .._.._.......A :. _.•::t: :fl _. :- .:_; ... ........ _.. ,,. .__ �.� ... L : c. J t_ C BASEMENT B BASEMENT _ SEMENT � y : • - C: c i 1 i a i, ED In .. STORAGE - r ♦� 'd N a� -i - ' _ S I BONUS RM. -" 7 a I � T�^ x 1 t R !Y its• ♦ / y• o I , � I r ..:. \ _ Ln -- FUR. MUD HALL _, lt 1 L - - /� U- - _ - _ _ BEDROOM 2 RM. — I ` x' ` ,. I LNDRY. r 1 I. �....,..n. - [c_ — . GARAGE _ - t• f�Ln N _ O GARAGE (� IL ............. .... ... .. ....._... ............. _...... - - T e4� ar ^ , r ' • ... . .._ _ _. v• — lob no _I, r.5 r � date p, TH OF scale _ --:.; BASEMENT c [ .. p �q O�G drawn v. w M ST Shpp m v. 8! p N�U29488 T URA C~ :, c�STER5- .. N __ .. . :•-_�. snt -7 of Ib 9a o w � N q I y Ei 1 , • - I i i A w F' i I b* Y rq VTI i O EAVE DETAIL AT MASTER BEDROOM O EAVE DETAIL AT MSTR. WALK-IN-CLOSET O SAVE DETAIL AT OFFICE DORMER O SAVE DETAIL AT GREAT ROOM 1 SCALE:1 In 1'-_. -O' • ALL exTEi M TRIM TO BE PVC • SCALE,1 In°=I•-0' •• ALL EXTERIOR TRIM TO BE PVC • SCALE.1 In ALL EXTERIOR • 1'-0' •• A EXTOR TRIM TO Be P/C • SCALE.I In'•I'-O' •• ALL EXTERIOR TRIM TO BE PVC • - r,r _ e 4 ^ ' �a. .. VAS - -- c e: _ - 1 _ I 1 G Wi I ! DUI' � - 1'� cC.. rc : i O 10, EAVE DETAIL AT STAIRWAY O EAVE DETAIL AT BATH #5 DORMER O EAVE DETAIL AT BATH. #5 DORMER EAVE DETAIL AT BATHROOM 4 DORMER" 9 SCALE:11n'.I'-o' •• ALL EXTWUoR TRIM TO BE P/C • SCALE,11n'.I'-0' •• ALL EXTERIOR.TRM TO.BE P/G • SCALE:1 1/3'.1•-O' •• ALL EXTERIOR TRIM TO BE PVG • O SCALE.1 1/2'.Ib' •• ALL EXTERIOR TwM TO Be P/C • •_ • ._ it A` W f. Jlz03 .S C.L•. '4 •!t \ Cr_ . - -•. / F:i✓,:r LY,c •,':5 ..Ai_ II (� VT /�V - a p J 1 I I _ I I ♦_ I - C i ��a•Wa`e ^•.=rrGr CL rl -.. 1 , y -- �. � ,.c.cc.r_c •-:� 1 5�1 � �,. _,.;�_.rfi . � I 9VI C, B �(P job no i i M O date ISHp m § f ST R Cale _ UCTU v� F'< Np ,4 drawn G O _ � 48U rev. �yJ, v FG� STEREO rev. EAVE 1`0" IL AT BEDROOM 4�DMRMER'awL •• EAVE DETAIL AT BEDROOM 4 DORMER T AIL II EAVE2' 1'0- IL AT $ATFIROOM 2ALL 1oRTRMTOBePvc •• DEETA�L•AT FLARED OUT SHINGLE- 10A-8 • ALL eXTERIORRI TM ro BE we ISSUED FOR CONSTRUCTION 5nt 6 of 16 -- -- 9 B of a a A G ` _ v uT _ V0 Psi o r. N r l b i- o'er t0 - 1 [ : t r SAVE DETAIL AT PANTRY EAVE DETAIL AT BACK HALL EAVE DETAIL AT BONUS DORMER ,�, 13 SCALE,1 1/2'•V-O' •• ALL EXTERIOR TWM TO Be P/L • 14 SCALE,1 V2'=I'•O" •• ALL VXTERIOR TRIM TO BE PVC • C15 SCA E,1 1/2'=I'-O' •• ALL EXTERIOR TRIM TO Be PVC. • Ny 1 V B4 yr FROM 4 COL. 1 (!+ '— • - - .,.-TO BTO TMLLA IIMW a VJ L V _- _ _ I 11 F 0*0 r _ r ¢ F ...--_..i . . Y : - ,' .. - 11 : G�:..::Li_<.: � 61 10• I `•OF I (; I i i :<a , EAVE DETAIL AT GARAGE 5TORA6E I� EAVE DETAIL AT GARAGE 5TORA&E 18 EAVE DETAILail r: AT LAUNDRY SCALE,11/2'.1'-0' • ALL EXTERIOR TWM TO P/C • O SCALE:1 1/2'•I'-0' • ALL E%18tIOR TRIM TO BE PVC, • O SGP•LE1 1 I/2"•Ib' • ALL E%TEWOR TWM TO Be PVG • 1. LA cc i i Ur � troll to � � I �. N : I 1 , r f 1 71 Ln CL job i o WBISH P + y' dated r .= T _ I STRUCTURAL �; - scale - .c ! N0.29488 ; drawn : 1 F PpT FG RHO rev 9 u2 rev. 3-5 V2 Iq AVE DETAIL AT MUD HALL ENT'RY/LOWIER LEVEL 20 TYPICAL RAKE / RAKE RETURN DETAIL5 AT EAVES (MAIN) 21 DETAIL AT FRONT PORCH A-9 SCALE,11/2'.I-0 ALL EXTEROR TRIM TO BE P/C • SCALE:I In'�1'-0- •. ALL EXTERIOR TRIM TO'BE PVCSCALE,1 1/2'.I'-0' ALL EXTERIOR TRIM TO BE PVC • ISSUED FOR CONSTRUCTION shl a of 16 „.. ., . \ \ \ \' 1 NR ON iAN N. N. ARI ` \ r\ \ r \: \. _r /u ...✓ \'..-./ : \ r /\:\' \' -. \�. fir) !- „J�� \r. v �.t.k .. .. ... ..,..... ..._.. ... 1�1 "O \i \ \ V., .� Al ,\ .✓K\ < \. A; Ai : s;.: , _ .. \.. I /.v. ...,, -.,. .... \ r , \ . ..,.�, .\..:. :.•\I•., K .,:..,,E \ \. ...r \, I.V! ( 4 6 \ .. r -. .. �'' .. r •r'. Pam. i 1, -- _.... \ : H � WILLIA � BiSH — LO JCc`-\\ ..`^; -a''_ U N l0 v M r �STRUCT W - 29 Q 488 ' C• ., \: , / i s :\” Ir _,• m , '_� c :\ \, �`,�.,.\\ ✓ ✓ \;.".'� \'..^<,-\.\\. acr a¢cr.,r a_ :c_o[r ° ec a '-• a�'.�FF E �N�G� Co/ \ ` /\ a r \c i p\ NA�.. . E 1'.'rlt \ .�'<;!•- ..,,_t \i \..' S = \, I-F\ )\'i `•'NCy \:`7•v A -. . _. .. ....... _.__...._. . _....... -.. .. . ._. ..... i t J b� \-1•.- \ ; \. <!' ll r\\:. \Cii, V. K\"/.\, l'Mr.--e ':v.�.: e_::_ s _c _ _.b. -EJ ' :s - (d rO, \" rF. til - v O .;.:.. \k'= \..,-.V vl\Lr-v i•1� r t nn\;(/{ --` .. ......... .. .. .... r. ... , ., (u ^` VN A >a R a 1 t v lJ ._ .. r V s - .i.. k: A. .. ., . . ... .. �.r (CA YY`' L ._ c- LA C..7 \_ r \:'C,%i\'\:...%.\ I:,!r \i.. ,. ..''".\:,!.`' `i:/1.,. ` ✓c� `.vn.._- O [ �,\ \ 3 CL ri'+ \ r .. of c_c c [ c. a r: c lob no. r' r - t:r; v - Yi• .:.K V\i)ii:. U�:v JI_.\E :.1:\, _ _ ..... .... .... .... - u F 1 4 'C) :$ FLi\\G._ J' 1G_L, YC n.:i.l west scale b M u Xv = drawn. r ..' . ., \l, .. ... ... ... .. ... ..:1,. / j �.I fBV. . > tf ra J C rev. I - .. _ .i .. .., .. _ _. ._ ... C t .r ISSUED FOR CONSTRUCTION 5ht 10 of It, E o R t V/ y _ ,v. W I . I • u -. .... R - h� , ,v. O s „ v I , a � , I ° .. .. - u i I mill cu 0-4 F 0*011i zi Ito O Mq E k I<1 p. q I. I •, 0. : t STRUC o G N 0 I I I >a, ORAL _ i .29488LO p :. 1 . .: I , ' NO ., qF RED I I I �Oc GISTS ,� I' ONAL 00 , a .10 NOW cu - , t. _.. I r : 2 r. R , , I � T s- , N x CL)�m — , µ � b` DC V cn. LL- \ ..: \\\� .. : _._ z Ln 47 �_ : \; A.\ _ 1 l. , , , job no. __. date scale 4 `•, . . drawn E> rev. . S-2 . ISSUED FOR CONSTRUCTION bnt 11 of 16 O V c �w N _ A 0 b e C " � a Ff : +, — I, ------ ----�, v W „ : � I I. r-..stir ir': ~I v V �Wy 4.-l!•-.a a� .� i —i. I -,r �r�,rj car , - :, , r i i w z a � , - : , n _ 1 J 1- 141 1pRe y : M -: • � - '-'��� li IIu �,. .�� a�_���-1u �-. .�ti:� 4��_IaC'ai �:�.t 4. a�. Cy�J'� :• r ,• ,r ,r-,r-,r Yr.,r ,r ,r a ♦ wBISH UCTURAL ILLIAM 0 ? 2 P 6k 0 O r• :, rvr. 1 ..:.. __ - •:} Off. GISTS �\ : g•+ — —— ° to y I r3 : sroNA ` Co : 477 s� Co In blo 56 _ -' ' to Lit t' 1 v ' , , r N N , e , , y +n v - - i. •Z , n i v .. ,1 job no.* ..'— .,,.:. it\i..:..:=.' !•i- � - / 1 - ��� date - .. scale - _- ._ drawn - . . _.. .... rev. ISSUED FOR CONSTRUCTION sht 12 of 16 E o u o y � m N F A N .. • L to y t0 O c s C ` N _.. _ _ E -^ y �n _ i ,y � � �.. F M a � / '' ♦ � _� ._= _ _ ��Z ASS I I , o _. WILLIAM O BISHOP m " STRUCTURAL Lo --- ------- NO.29488 — W In 00 ol co RFGISTF- �F8SIONA P r ... ......... .. " aD Lo r i, /.i x i v s a lT - \ > m LL \ \ O job no dale \ i scale -.. ..-_ drawn .. rev. rev. 47 S-4 ISSUED FOR CONSTRUCTION snl 15 Of 16 Ems a nc o s g n 0 0 • I. I _ _ _ _ _ - 1i ^,I � ram- .� ,,• . : I _ v Lz v - i , II _ iv : : , I an r r a� Z. 44 - - a. 01 W wW , C' Ei..Tc 1 V 0 Y Lo co CO LD Jv, x . ,.. .. • G e,]" eiwm , F V , ,I Y2 Ul LL Qg IL i 6 .. . 1 : I t : I { u— , j _ 00 Ln _.. .. _... .-_.-. i F qS'S, CL ILA O, N job no. date ` SNO G CTURA 29488 L style _.:' a,. \ drawn G/ rev. '®FS STER � rev. 6 ® ONAL EN • ll S- 5 ISSUED FOR CONSTRUCTION rsht 14 Of 16 � 0 8 ., i : • ' I w : F tV - _ .. a.. i' I` : , c.. e , u a z 5 Ou.O _ (TYPICAL AT OPENINGS > - R - a>, <51-0" PROM CORNER) a V , . n d T C t _ + r1 TYP. E>GT. SHEAR'WALL:HOEDOWN DETAIL - y TYP. EXT. SHEAR 1^lALL OPENING DETAILTYP. INT. SHEAR.WALL SECTION• y. LO , , 3 ` r . W r 3 c co co r, F y : u l - - , + I : z 'i r, Lo � r r0 �o ,.. — O v ai i r. ;. F: ,: \ O r O �S U lob no o P STRUC RpL o date STANDARD CONSTRUCTION NO.29488 scale _ _- o drawn 4-1 NARROW—WALL BRACING TYP. SINGLE STORY G/ EO `�� HEADER STRAPPING J WALL SECTION' �FS 'ONAEEN�'�� rev. SHEAR _ 4 S-6 ISSUED FOR CONTRUCTION snt .15 Of 16 NOTE.THIS DETAIL IS AN v _ ALTERNATE TO THE b FLOOR SPAN CONNECTOR"DETAIL ~ SIMPSON LSU26 ..g.. RAFTER HANGER s..;_., o ' '` '•'� SHED ROOF �1 RAFTERS 2Xi02X12 LEDGER aO X M • A TiMBERIOK SCREWS TOP 8 BOT, (4)COILED STRAPS SECURE INTO SOLID FRAMING PER CORNER SPACED @ 16"o/c y` TRIPLE h E CORNER STUDS — L NOTE:DRAM APPLIES TO ALL 6RADE LEVEL P.XT.SWEAR MALLS • NOR:DETAIL APPLIES TO ALL 6RADE LEva EXT,SEEM PULLS O GARAGE HOEDOWN DETAIL EXT. WALL O HOEDOWN DETAIL ® TYPICAL EXT. WALL CORNER/WALL O COILED STRAP DETAIL 10 LEDGER DETAIL W NOT TO SCALE ROT TO SCALE NOT To SCALE NOT To SCALEcu �..� �. no Dog I Z_ _ (2)H2 MTS12 ' - I H10A N H3 P I `\ +RAFTERS FRAMEOVER 2X12 LEDGER (LTS,HTS RAFTER 1 ,. SIMILAR) - SIMPSON CLI �' ATTACHED Wl3-16D TO SOLID _ II FRAMING BLOW _ s, HORIZONTAL 2x BLOCKING FOR v NAILING THE PLYWOOD EDGES I LEDGER ° N SHOULD BE PROVIDED WITHIN - a0 46'OF OUTSIDE CORNERS - ... C I 4 1 y w 00 cd CV CO 5. to II , I , II PLYWOOD BLOCKING DETAIL 12 RAPTER CONNECTION DETAILS 13 FRAME—OVER LEDGER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE _ RIM JOIST - JOIST HANGER DECK JOISTS - Q:-0 0 In - - SIMPSON H1 CLIP PT,BEAM - .; _ SL) - - (1 PER JOIST) - SIMPSON BCS POST CAP - - Ib � G) In p . - P.T.POST - _ O_>2 SIMPSON ABU POST BASE V_� ANCHOR BOLT - _ 10"OR 12"DIA.SONOTUBE ON H �' ��e/� 0, . _ 24"DIA.BIGFOOT FOOTINGgSs�cy Q. WILLIA O, LIP lob no. vo BISHOP date STRUCTURAL E _ N0.29488 scale .,-•.. ,p drawn ,... _ SEE AWC.ORG � - <"•�•I PRESCRIPTIVE RESDIENTIAL '��c �'1STERE��� rev. DECK CONSTRUCTION" r"� "S/ONAL ENG�� rev. 14 TYPICAL RIDGE STRAP DETAIL OPTIONS 15 PORCH/DECK DETAIL S _ NOT TO SCALE NOT TO SCALE7 ISSUED FOR CONTRUCTION snt 16 of Ib n. 14 -0' a u E- b'CONCRETE SLAB W HAUNGHED EWE: b'-0' 13.0' 14'-0' 1'-O �_ N d b.%6(_.1X3.1 6A' rv1N MESIi(SET IN - v CENTER OF SLAB)ON VAPOR BARRIER ON B'OF COMPACTED GR451$D STOLE F N (RAISE LEVEL OF GRADE 0 PORCH A$ 2 . _ NEEDED)10' r Z • ON CONCRETE ER FOP. o ONO34;VENLONG FOOTING(Ai. STONE VENEER ONLrJ;MAIMAIN 4'-0'MINIMM FROM GRADE TOP OF FO.ID.AT STEM TO V V " TO BOTTOM OF FOOnNG BE 5 V3'./-ABOVE EX WALL BLI.E5TONE PAVERS AT M O to FLOOR OF PORCH(PITLH� AKA R IF/B PE FROST WALL WALL ATTACHED O) s TO E%ISTIN6 bARIN P A BOP OF FOUR.AT. TO T m m WALL AS SHOWN IN PLAN BE 2 I/1'SLOW E%.YNLL w p TOP OF FORD. KELD 3BOSS ,BACK FROM BE A4 `E Ar STEM EWE OF FROST WALL - .i__1' " TOP OF FQI:�D.O FOR STONE VENEER _ O i AT SHELF (31 t5 REBAR TOP OF FOMD.A STEM TO BE 51/1'./- EI WALL 4 ( �i WPLLL 5 REBOAR E%'15TING FGII1:DAnON O IB'O.G. i TOP. FORD.A SHZF TO BE , 3 1/2'BELOW E%. .HALL / Q AYHIN6:AAN KCV in _ REFER TO ELEVAnONS N i (ItNT .gul GONLRSTE WV.L O' S I W - FOR GELLA2 BEM 1EI6Hi5 i i , 12' " RO.!2-B%I-10 m ITS : __ GQNGRETE FOOnN6 P.T 2%b WALL L. WI•KEY FRAMING W/ L _ - O P.T.SILL AT ALL _ _____ �- _ WINW FOAJDATION DETAIL: b (2)r5 REBAR TOP OF FO.MD.A RLTAININ6 TO ----� rx EE 3-4 I/2'•/-BLOW E.%.WALL Sul fttPILAU A-I I) ��. . Wi OJT E%IS.OF Q ,ALIGN WALLS of 1I fy r ' i �y WALL TO WT.OF u s. SLAB u ^5 REBAR MAINTAIN 4b• • \^ B'-6' S'-0' FROM GRADE T I3crTOMOF .. I Q BOitOM OF FOOTINs AIwLS FOR BASEMENT - .. ^ _I V ----- --------- ------------L ' - -- - m mRCAL D ' BEAM POGKEi STEEL AYNIN6.AAN 36n0 in O O REFER To ELEVAnoNs L __1 (14NTIN5 snow m O F�CELLAR SASH HEI6NT5 fO O' T' DRILL SS REBAR 4'TNT E%.CANL. : ®6'./' - • 2-0 WALL t FOOTING L.VEfti. 5" Sy.NOSING) ti 1 SECURE W/EPO%Y 6R :REBAR - -' - - TO PROJECT I2 MIN'IN NEW(ANC, ' WALL t FOOTINS, 4— El", - - AT FOUNDATION � 3 �- —� � -� Q FOUNDATION AIL: n O �q /� 6 fr � " • -• . - SF 0*. 1 WIN 6A L E I/2" = I'-O' (TYPICAL) v - 'YX/q r' 4X4X9 - v UNE%CAVATF-0 r-1 . - _ - E%I5T FORD. - I IO ti. "II' - _. 12'-5' I2'-II' 4' -0-2 - LLS ` 15 _ __ 4--2'CONC.DU5T $ . ', . COVER AT CRAYL iP ' O Xi * / ��� II DETAIL FOR , BEAM POLKEr TSTEEL • "' m �� —INS,A.281I0 in "" REFER TO ELEVATIONS �-1 O':7-0 WI O (.FOR CELLAR SASH HEIGHTS . PAVER5 AT PORCH FLOOR:PI H. - • RN 5LA0 TO FC D. _ WALL W/s3 REQ W'_V mm -5:i_ I/E'PER 12' 18'OL. + - - �_' -'e E m a n�^am�Q�m mom . �BLUESTOIE PAVERS AT -------------------------------- FLOORm caC mom_}��;v FLASHING BELOW/BEHIND SHINGLE LINE - ______ _________ __ FLOOR OF PORCH fFITLN __ _____ _ _ - UESTONE PAVERS FLOOR AWAY F/RO PER 17 M NOFFJ _______ ____________ ____ m3 O96c0u�Q� F ICE AND WATER SHIELD AND PORCH � IAJT Pi-Y.AND, - s YV BRIM RISERS' ______ _________ _______________ __ TO-0FOM.ATK TO 6'CONCRETE SLAB W/HAUNCHED ED6 _ .• �` : TOP OF'JIB 6%6.(2J%2.I GAZE)W W MESH(SET IN - .. ' •-NEW L . —FLOOR AT GUEST yJITE CENTER OF 5LAB)ON VAPOR BARRIER •' m_. ...= ma _ , ON B`OF COMPACTED LWiHED STONE •. _ <�'�an`-m'mr s v�. - (RAISE LEVEL OF GRADE 0 PORCH A$ - - MORTAR BED �DJ a TOP OF FO.NOATON TO BE 'II •I - S 1/2'./-ABOVE EK WALL •• ^` II 7 O�•�(D••� EAST.COL. I I ••/ - - GOLUMN/F05T.FOOTIN6 SCHEDULE �.•= OO WALL / 6'-0' B'-0' 14' 0:L CIS DIMENSIONS REINFORGIN6 O v, RAISE LEVEL-OF GRADE COMPACTED PORCH _. gq:-0• F-I 3'-0'%3'-O"%13'THK VNREINFORCED '�L.` QU "' _• PROVIDE B'OF SLAB VAPOTONE,R s-a O TI BARB 18"O.L. b•HAUYAED GONG.SLAB ON V - �/ we w1 TO TIE SLAB TO I .. BARRIER. :. - - Q 'V r V 1�1 FOUND.WALL I FOUNDAT1 ON FLAN - y - - OmO q) c If SCALE: I/4'.=�1':O' �myt V � O j� 1i O DETAIL AT PORCH SLAB CONNECTIONS _ T N . 5LALE:1 V2.a 1'-0' RO"ATION bBEFAL NOTES. WALL/DEMO -6ETERAL NUN NOTES STRUCTVRAL FOUNDATION NOTES --///JJJ✓✓✓ /� /� O FULL HEI6NT LdKRETE WALLS(NV b'WIDE LL LL I COMg-CnOS LF FU-L(EIGHT FOUIDAnON _pLL EM.MOOD FRAMED WALL5 TO BE .:� STFN WAIL t 4'SHELF AT TGP TO BE WALL5 TO F ly2iN-L5 TO BE 5EORED YV 2%65 B 16'OL OU55 NOTED OTERNSE)• IVN 10'THICK ON 24'AX COW.CONCRETE KEY(CAST FROM 2%4) E%ISTIWS WALLS TO v - FOOTING YV KEY:PROVIDE 2 ROWS OF 5 REMAIN " + REBAR 0 TOP t BOTTOM OF WALL: -ALL INT.WALL5 TO BE 2%4'S 0 16• (REFER TO DETAILS ON A-1 FOR WALL HE'6 T1 - -NO FOOTIN6 TO Be RACED IN 1/ MTFR OR FROZEN SOIL O.L.NN.E55 NOTED OTHERWISE) y� job no.: 1414 NEVI WALL5 ^IA` -ON CRETE24'XI2 FROST WALLS) BE IM THICK -�' _WNDOWS i FRENCH DOORS,TO BE'ANDERSBP (j'V - date 2B OGTOBER.20I4 ON 24'%O FOOTING N N NOTED)ffT OFNOUS -CONCRETE STRENGTH MIN F'G•3pOO P51 A-SERIES KTI IMPACT-RESISTANT 6LA% A\V/r GONG.BASDN KEY E CONT OF WALL .AT 20 DAYS 1-EETIN6 6TH W.OF MASS.STATE BLW. SC8l8 PS NOTED MI BE BASED ON GRADE 80110 OF 4'-O' - WN.FROM FIN GRADE TO BOTTOM OF FOOiIN6) -ALL REINFORON6 BEAMS TO ASTM A615. DEMO NOTES .PATTY TO ELEVATIOS FOR MXFIM -SILLS TO BE(2)2%6(PRESf.HFE TREATED)W/518'A2' GRADE 60.DEFORnffD BARS 6ALVANIZED STD ANCHOR BOLTS B B'-O'O.L.MN AND -CLEAR 1. R FOR REINFORGIN6 TO BE 9' 12'FROM CORNERS(6AF.ME TO HAVE(2)2%6 SILLS TO BOTTOMS aF FOOTN65(LAST A6ARl5T EXISTW6 DASHED WINDOYS 1 WALLS drawn KIHW W/ANCHOR BOLTS AT 7-0'OCJ BOLTS SHALL ENGAGE EA¢TW AND 2'AT SIDES OF F(AOT1N65 OR TO BE REMOVED AID PATCHED AS -REFER TO ELEVATIONS PGR WINDOW BOTN RATES AND,BE FA5TENED YV S'JO'PLATE WASHERS:. yLq��S, NEEDm OR REPLALEp AS NOTED. RA.IEIGNT5 ABOVE SLAB FBI/. THERE SHALL BE A MIN OF 2 BOLTS PER SILL.WASHER TO SIT O1 UPPER SELL.SEE DETAILS,NOTES AND SLIEDJI£ Eey, . ON DWG.SI FOR ANCHOR BOLTS AND OTHER CONELTORS '` STRUCTURAL 6ETERAL NOTES FOR ANCHORAGE OF�._RSTRULTLRE TO BE EMBEDDED AND ttRGAL DETAILS FOR OTIE.R Q IN FOADATION. FEWIREMENT5 -BASEMENT SLABS TO BE 4'CONCRETE -ALL STEEL L ER TOTIONS WZDED A- 10 0coo P51)W/WWM b%b WL4%Y A WIRE DRAWIIMS.FER TO STRUCTURAL _ MAC 6 MIL.VAPOR BARRIER Y •. ~ GOMPAGTEDUTO �MAx6 DRY DENSITY -RELOFI`ENDED TO SAI4GUi 5LAB O + + - TiAN<CONTROL SOIARE FEET I66ER SELTIOS ISSUED FOR CONSTRucnoN BM I Of , v • G N N i0 �q( V t 0 N gym„ 32 rs= a AA 7.9 a+ A4 -- ry ry IX P IC WRAP m ' - _ DOI.9LE HM5-ADH 265CBILLE5 C PORLHT F ELDS AT MNi1N5:6/I AT IDES /--// Q /14' SLOPED a6. FLAr/ N REAR PORCH m W BEDROOM�1 - 4 TOP OF 2:I2./- �PITLH OOR AFPROx. _ RAFTER TO 5TART — 12'PYVAY / _ AT EXT.FACE OF FR (` DORMER WALL FROMM ALIGN EAVE5 r 1 7 _ - 12'-6 If2' S'-3 I/27: 4'-4)1/2' 2A112j'iDq.9LE RN&-ADH 2650 0 ALIbN RIDGES b O N m , m „ a , P OFF T/ FS�n-- p Ad U -- V C q r SHELVES Q i r CAB p O m uLIN/ CASEMENT-AC.2054 AJ Q b - ROSE q • - D 'P '- • v LDR SLACK —TINS;2 WIDE X B HIGH O _ - ` '�d r'vD BAT a.c 2-0 x B-4 m _A 1 i i g e 6'-0' 12'-6 I/1•. �� ____Y-9-117_____ •-81/2 5 `^,h a � EDGE OF FLAT .. SEAT VEST.• sIn•,. 'FIRE CODE LODE DOOR m 12 0 ., �...: _ '!SLOPED GEILING - • •.^- (TO MATCHINT.DOORS) • - ... - b n �+ z -6 __ ____ ____ - _____s__. --------------- "'ET ` J ^ DOJOLE HRYa-ADH 2650^ J ///�%• MINTINS:6/I E EAR R.O.:_-6%5-0 _ __ - 7 EDGE OF F AT/ a -- - --- ------ GH r f. _f _ _ - r r f; r ___ n m .EDGY-- r I II r r r r 4 _ _„- : n , - „ DOJBLE HM6-ADH 26vA EXISTING 6ARAGE • M INS:6/ -6110 i f _ I. - ^mom -a�aeO- O f am _ t w ~ ^ rc Xeg '----- - ---- --- EXI5TIN5 RIfME I20rc0' g Cu - f '' •' ..' ': B'O' 3'-0' 6:q._ 6._3' • T-0' T-0. - - 'EXISTING ROOF-5♦ 4W 4:-0. 4.-3. i.-0. r Y/ lV s. r N a '. 14'-0' ,. '' - 6'-0' •• 13.,0. -N li t 0>2 o F L. O O R P L A 'N- FIR5T FLOOR LIVING AREA(MAIN HOUSE)=BA52 SO.FT. D O R M E R P L A N � � V� O FIRST FLOOR LIVING AREA(POOL HOUSE)v 842 SO.FT, SCALE: 1'/4' a 1'-0' • TOTAL FIRST FLOOR.LIVIN6 AREA v B,B4450.FT.' ' SCALE: I/4' v I'-0' x '�• 0 LL- .. I.' I.:I...I.CO O GENERAL PLAN NOTES GENERAL RAN NOTES -. f -ALL EXT.WALL5 TO BE 2X65 0 16' -REFER TO ELEVATIONS FOR KNDOI'1 -ALL EIC WALLS TO Be 2x65 C 16, OL�ALEYa NOW ONERWISE) RO.IEI6WS ABODE:A�LOOR - - OL AIE55 NOTED OTIERn w job no, 141K -ALL INT.MALL5 TO BE 2X45 0 16- -T=EµNfRY0 0EAWFACTURIIL -MALLS TIN POCKET DOORS TO O.C.(LHIE55 NOTED OTHERK`5V BE 2X65(TYPICAL dd}9 2B OCTOBER 2014 -WALLS KTN POCKET DOORS TO -INTERIOR DOOR:NOT DIMENSIONED ARE TO -K?Cb TO BE'ANDERSEN' ECB18 AS HOMO BE 2X65(TYPICAL) BE LOCATED 3 51N05(4 11 OFF THE � - A-SERIE5 WITH IMPACT-RE515TPNT 61A55 CLOSEST YNLL AS 5 OoIN IN FLAN PEETIIY 8TH ED.OF MASS,STATE BLOB. - - CODE(RET-HZ TO ELEVATIONS FOR MJNTIN dIi3YY11 -KNDOWS 1 FRENCH DOORB TO BE'ANDERSEN' PAITERIY) A-5ERIE5 KTH IMPACT-RL515TAM 6LA55 ^. - HEETT%8TH W.OF MASS.STATE BLD6. - . -CODE(REFER TO ELEVATIONS FOR MIMTIN -REFER TO ELEVATIONS FOR KNDOI'I fBV. . PATTERNS) RO.HEIGHTS ABOVE%EFLOOR . - 1 rw. EIT- I-ql ------------ A-2 a m o - ISSUED FOR CONSTRUMN SM 2 Of '1 . V O • - cs u ' 'C) � w p V A m IZ A4 Y E W EXIST. O Y_ Ali ALIGN NEW ASPHALT 5HIN6LE5 TO EXIST.ROSE MATCH E%ISTING 13 •'� III rA O) �..M.AAA/ FLARED SIDING ►�7 .. �EXIST. `ERKi5NOOFN6 6ARA6E� 9 (REFER TO 3ro/A-41 Y 1'�I Q) Q^J ` _C3 ASPHALT SHINGLE5 TO MATCH EXISTING , fQ WG.SHINGLES W uu ~' FE v CORNERS• FLPRED BASE � V _ - W.C.5HIN LE5 WEAVED CORNER5< ,w FLARED BASE - SUB FLOM r >" iOLBE SFRNAAE DWW r]l' BLLPSTONE PAVERS - 0*1 P.T.2%6 ON LONG GPENING AT PORCH LANDING-______ _ _ _ - - (V/IN'DOW TO HAVE,% . - WTHFIELDSTONE • HEAD/JAMB C/51N6) - . VENEER)RISERS ___ _ - � •. - - ., • '. ' FROST WALL AT - • . - .. LLMNECTION TO EXIST. - , POND.(REFER TO A-1) ' . • - .. i r i r r r i r r . i r i r i r i r FRONT / SOUTHEAST ELE V AT I ON --- -- RIGHT / NORTH WEST E L E V A T ION „ .5CALE. 1/4:' 1 -O' - - • ".• . _ _ ..:.y.. - SGA LE: 1/4' l—O • - - .. .. •. .. I . n PICA ELEVATION OTr ES L EROOFINb. L ROOF 5HINSE5pY CRTAMTEED • _, - .. __v c_Vn a- -_�- e III m m eyo,m g'-ym P..-. ..5 . _ SIDING: WHITE CEDAR SHINKES H <8a` WI WEAVED CORNERS AND c<m FLARED BASE(5'EXP.•%) q w, -NWW CAS N6� X5 JAI•E!/HFAD CA51N5 W PZ - A4 12 - USTOM SHINGLE BANS MLosl _ -m _ - _ __ SXED R fA�IGN ____. c u _ AOOF GREASE WROOF/ tY)TED)2%H15TMG 51LL IlD51N6 a =62- DORMER WALL INTERSECTION) EXIST. DOOR LASING. 1X5 JAHBAEAD CA%%W . - SHINGLE BAND W w) Cu - ALIGNNEW - U _ J .MAIN EAVE(M'). I%i/IXB FASCIA - AA` II - c (gVEMOLDINb ON% . W FRIEZE BOARD ON I%BLOCKING - 4 J- N N ASPHALEA5TIN LEST n EXIST.D - • - * �.� 0 3 C MArcH ExIsnN6 2x c eEv w - .. - -C 0 - �x CAP �•� -,:. �. ., - � MAIN RAKE(TYPI.. IXBA%B RAKE BOARD(BUILT-CUT) � - 0 Pr.6.Xe P05r ,iIc%Ov°E�i ariv,N6sae°+IX DAT-0VT W �' j/\�\/\-/�/�\[/]� - RAKE ON lx BLOLKIN6 W �' •{ 5M.PLYYIOOD EXIST, M1. \4r�/ E%15TIN6 XW'iE 4 5 AND I%WRAP fl' V-Y —. - �^`'%l'FIN.DIMJ MAIN RAKE/EAVE REMiNS: 1X5AX8 FAVE(BUILD 0>G L' Q)T PMRM,r%ED BY RAKE) w AL16N FAVE5 WW I�.ID�PITFEAD COATED FLARED SIDIN6 - IX SOFFIT WITH s80Ti V I u Qj (RR TO BIAi) _ - R K NS IX�B�IDC�.KI ONiO 0 Q �� - - _ M0.DRlG TO RElI1RN >Y/� LL) TO DETA W-4 � (�L�ID!J Q) 0. h wc.SHINGLES W 5lED W WER EAVE. ANGLED 1Wn FA5CIA E55 NOTED) o r T O YEAVED COWER$ - WITH Ix SOFFIT AND n LROYN ^ ^ FLA�y BAS roLD1N6 ON%FRIEZE(NO CL I..L BLOCKIlKJ moa MOlDlN5 TO - REN IL 2/A4NATE ON FRIEZEAEAD LASM6 FRIEZEMEAD LA91 TO RET R AS 5 m(REFER TO 9�FLOOR DETAIL 3/Af) job no.: 1419 VIRST,FLOOR — - date 28 OCTOBER 2014 DORMERDORMER RAKE�J IXX BLXB RAKE BOARD ON _ - - scale A5 NOTED • -8455 EASE - df8W11: KMW 1X8 V6tAP %UTTERS(nPJ ALL 511 MS-16 BY'ATLANTIC PREMIUM r i.. r - - _`_• •____! SWfTERS'.ARCHITELNRALCOLLECTION r i______________________________________ _! :_ -PAVERS----- . RAIL(CALK TOBESF7=tIFIED OY CLIENT) AT REAR PORCH MTH MLET CATCH . WTW FIELDSTLNE FW. QVFTEER)RISERS F i i ••ALL INC MOADI%AND TRIM BY'AZFK••• ^) RTCH FLOOR AFPRO% A- 115- L PER 1]- J o REAR / SOUTHWEST ELEVATI O N---`----------' FROM XNSE r Q 5 C A L E r 1/4- m 1 -O- o lSSIIED FOR CONS(RUCTION sm 5 of 1 --,—_.� � s E RIDGE VENT GAP t OVER 3/4'%la" •V r LVL RIDGE BOARD ' fSTRUGNRAU N 2xb DOLLAR TIES m o TANpMARK'ULTIMATE M m A III ROOF SHINGLED BY ••2:12./-PITCH AT CE TLP%PPLYvwD SHED ROOF(ALIGN - y 2XI05 o Ib'O.L. .�G-IMER'E�FG ppRMB2 TION) ` is (2)2x10 HEADER 2%65 0 1b'O.G. d W/(2)2%10 STRULi.—� ��i; 12 2 (AT SPED LORMERS) RAFTERS BEYOND) - Qa O 4- / \ (B)AM SOFFIT TOP OF DEL. fp U AtE O DORMLR 'ON ISTRAFPIN6 \.' 2'-0• 2Xb LL6.JOI5T5 ��` 7/O• �80`�BED W/ 12 12 A< 11 fW AT GL6) 2/-(FLUSH 0 • •• Qf/ A-4 51wWz TOP PLATE LA IAKVKAR1.'LLTIMATE w N / WPLL 1FA5LIA AT EARA6E�REA�R TL ROOF VHNN LES 'LANDMARK•ULTIMATE \ n 1- ALIGN W EXIST. BY LERTAINTZZV 12 iL ROOF SHIN•+Fc 12 m LOAD BEARING \ FRIEZE AT 6ARP6E(REAR 15 LB.FELT ON 5/8'CAX BY GERTAINTEED 4 4 - WPLL UP TO RAFTERS IK6 TS6 BEAD- RYV'm. � � II 15 LB FELT ON 5/b'Cox BOARD GEILIN6 ON\ PLYWD.SIEATHN6 2X65016'OG. P.T.bX6PO5T LIVING RM. PVLXYKAP N '{` WL.'JANGLES O n•XT•FIN.DIMJ IQ'COX U iNN . - PORCH T-7 (3)2X6 HDR - 2%10 RAFTER$O Ib•O.L. - 2x10 RAFTER5 o Ib'O.G. u 2X65 0 18'O.L. :X 5TRA EL )NSA. vY/GL05ED LELL ID,L. ^ GLDv�D LELL INB1L. - - 8955 BASE L 1X3 6TRAFPIA AND Ix3 STRAPPING AND 3/4'T16 PLYWOOD IXB WRAPBELOW I/2'GYP-BOARD 1/2'GYP.BOARD O V 9 1/2•FLOOR J015TS v BLVESTONE FLOOR/ " NV STRFLOOR ' ' G 05ED CELL INSTIL m VEI'EER A^SIDES ! OSTO�N LONE$IIELF TOP OF FOUND.o SHELF _ ALUM.DRIP EDGE_ ALLM.DRIP ED6E 2 12'BELOW E%IST. (2)J S//4'X 9 I/2'LVL (2 2X6 SILL(LOWER • J I �" blft (BELOYU 51 T(J BF�P.T PITLH"ROGR PPFROX VV b%12 ANLHOR I/8•PER 12 AWAY O z - 1X3pI FASCIA 111 �I TS O 2'-0.O.G. FROM 11LVSE v S AJ (A 3/ )VS LVL ILAL) AL16N FASCIA EX15T._ FASCIA •�'. O (FLWN - -GARAGE fREAF7-- jF ,lf 10-GONG.FOIJNDATIOY MENT SLAB5 TO BE WALL ON 24•X Ir B SEMENT lE BOOO F IE ON 0,6,D GONL. CONLRETE FOOTING 6 IL.VAPGR BARRIER OVFR SLAB ON b'LRIFi1ED I%SOFFIT - � -- W/KEY )c4XV4 6' � ADED bRAVF1 5iONE BADE MPACTED TO 95%MAx F IN6(BEYOND) OF DENN, - _ - TOP OF FOOTING ON �� _ALIGN E FRIEZE EXIST. IX SOFFIT -m• D FC,LOtCRETE FROST 6ARP6ETREA�R 60144E TE F ON 24'%12' "• �// GONLRETE FGtOTINb v6025 CODE ON S _____-_-, IW KEY I%FRIEZE BOARD ON1%BLOLKING • - / PIN SLAB TO FQlI1D. IX 5 E FRIEZE- T 1 Q N 5514 SIX HEAD L BL L 3 REBAR b ?j "oN�pX B oG�KINs/ ' ASING y (4 1/2'EXP)V% .. ESL A L E: 1/4" I'-O' . I 'SHINGLE BAND O EAVE DETAIL AT LIVINIS RM./BEDROOMS V` O EAVE DETAIL AT-LIVING•RM. DOIRMtER�w` •• • 56ALE�11/2'v V,D' - �ICR TRH TO BE - -'cUa-s- -oou3d o3 n- R. NG.N-IN E5 ON 'LANDMARK•U.TINu4TE - w coc ca . I/'LD%PLYWOOD TL ROOF SNIH6LE5 m•3'00^v'+_?do u- ' 2X65 C Ib'O.L. 6 B.,ZTFELT NTEFD 1X3/IXB BUILT- • IS LB.FELT ON JB'COx OUi RAKE m c±'- . PLYWp.S4EATHIkb -3 •2 V.mv y. - vEO25 DOVE ON m - u . • n6025 COVE ON IX`JJB RAKE ON IX •. IX Jl0-RAKE ON BLOLKIN6 - I%BLGU'KINb BARED NG.SHI I • 2)/4'.GDX PLYWWD �. - I^V Nc INFILL AT EA. I _ END OF FLARE NRWIpE � 'BLOGKIN6 AS IEEDEDI _ -.--.-.-.-.- .� •' � a 12 - i IP-e B11Li-OVF • II )PAD COATED LOPf£R 5 41 FLASHN6 ON PL— ^` Y � ' I SHELF(OR SIMI O (U (� N •� .vW'X CAPH025 DOVABO.ZE � 0�O/ N / .I PROVIDE ICE Atm HATER ALUNN.DRIP EDGE VENT C•V I LL L I 0 U sN v AT 5 ROOF EWES /^�` �t �IX HEAD GA51NG �' PIG.SHINGLES FLARED- _ ++ W �� - - I I I BLDWN6 AS AND VAIJPYS I IBpJILTI-WiFRE�TIIRAH� V N O jII• ¢ 0>� II _ N_ N FLASHING ON R.YWOODR •IX 5OF`1 'V)T V) V 4) Q� S - SHELF(OR SIMJ ' fo N Q� a 3 .. - I I v6025 DOVE ON / •E •Efo . 11^^ 0 I%FRIEZE Yltv %5LOLKI%N6 1••I T (A 1 I 25_ w 4'ON 5 yr 0 ( Q LL- %�B 6 1/1'GDx PLYWOOD LL�y •. G,i 2Xb5 a Ib•OG. O FLARE DETAIL AT FRONT WINDOW O DETAIL AT FLARED OUT 5HINGLE LINE O TYPICAL RAKE /FASCIA RETURN DETAILS AT EAVES job no.: 141q BGALP.I V2'.I'-0• SCALE.I I/]•.1'-0' .. ALL VIIIMOR TRIM TO BE PVG d SCALE I I!2'=I'C •• ALL E>1SZIOR TRIM TOM PVG d318 26 OGTOBER 2014 scale A$NOTED . Cl. ' f6V. : FBV Q - Q A_4 W o ISSUED FOR C09 RUCTION sht 4 of 1 3. CONNECTORS SHOWN ARE AS 10. ALL PLYWOOD SHALL BE APA N ° GENERAL FOUNDATIONS MASONRY MANUFACTURED BY 51MP50N PERFORMANCE RATED PANELS CONFORMING d b 6 TO THE FOLLOWING MINUMUM REOUIREMENT5: o o t STRONG-TIE CO. INC.SUBSTITUTIONS •" MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING I. STRUCTURAL DRAWINGS ARE I. THE ALLOWABLE PRESUMED SOIL 1. CONFORM TO THE REQUIREMENTS BY THE ENGINEER. INSTALLATION A. FLOOR R FLOOR T8G,EXPOSURE I, TO BE USED WITH THE ENTIRE BEARING GAPGITY IS 3000 PSF, OF SPECIFICATIONS FOR MASONRY OF ALL CONNECTORS SHALL BE 5/4",SPAANN RATING 1 6 . � & v SET OF DRAWINGS. WHICH IS TO BE VERIFIED IN THE FIELD STRUCTURES(AGI 530.1/A5GE 6-SS). IN STRICT ACCORDANCE WITH THE BEFORE CONSTRUCTION. B. WALL 5HEATHIN6-EXP05URE 1, 1/2", o s STRENGTH OF MA50NRY F'M=1500 P51. THE MANUFACTURER'S INSTRUCTIONS SPAN RATING ib" 8 MUST EMPLOY ALL REQUIRED 2. ALL SAFETY REGULATIONS FASTENERS. G. ROOF SHEATHING-EXPOSURE I,5/5" ARE TO BE STRICTLY FOLLOWED. 2. FOOTINGS SHALL BE CARRIED 2.VERTICAL REINFORGING OF MASONRY SPAN RATING I6". „ METHODS OF CONSTRUCTION 8 TO LOWER ELEVATION THAN SHOWN WALLS SHALL BE AS INDICATED ON m ERECTION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REQUIRED TO . THE DRAWING5. ALL GORES OF 4. ALL CONNECTORS SHALL BE 15 THE CONTRACTOR'S RESPONSIBILITY. REACH PROPER BEARING GAPGITY. MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. - WITH GROUT. REINFORCING BAR DESIGN CRITERIA 3. THE CONTRACTOR 15 RESPONSIBLE 5. WALLS ACTING A5 RETAINING WALLS LAPS SHALL BE 2'-6" MIN. 5. INSTALL ALL CONNECTOR FASTENERS FOR DISSEMINATION OF ALL SHALL NOT BE BAGKFILLED'WITHOUT BEFORE LOADING THE JOINT. REVISIONS 4 REQUIREMENTS TO BRACING UNTIL ALL SUPPORTING 501L 3_ HORIZONTAL JOINT REINFORCING APPLICABLE BUILDING CODE MA55AGHUSETTS STH EDITION THE SUBCONTRACTORS. 8 5LAB5 ARE IN PLACE 8 AT FOR MASONRY SHALL BE EQUAL ADEQUATE STRENGTH. TO OUR-O-WALL TRU55 MANUFACTERED 6, SPLIT WOOD 15 NOT ACCEPTABLE V rn 4. RESONABLE CARE HAS BEEN WITH WIRE CONFORMING TO ASTM A 82 fOR ANY CONNECTION. 2. DESIGN WIND SPEED: 110 MPH & COATED FOR GORRO510N PROTECTION W a� TAKEN IN THE PREPARATION OF 4. COMPACT ALL FILL UNDER FOOTINGS IN ACCORDANCE WITH ASTM A 153, E-t v ALL DRAWIN65 AND SPECIFICATIONS. & SLABS TO THE SPECIFIED DENSITY GLASS B-2. ALL WIRE SHALL BE 1. ALL EXPOSED FRAMING MEMBERS _ HOWEVER THE ENGINEER DOES NOT S VERIFY. q GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA STRUCTURAL DESIGN CRITERIA H GUARANTEE AGAINST HUMAN ERROR LAP OF 6" 4 USE PREFABRIATED T5 C2/Gq GGA 0.25 8 MEMBER5 IN 1 8 FOR THAT REASON IT 15 IMPERATIVE OR CORNER SECTIONS AT ALL CONTACT WITH 501L SHALL BE ~ FIRST FLOOR 40 PSF ILL THAT THE CONTRACTOR SHALL CHECK WALL'INTERSECTIONS. TREATED PER AWPA C23/G24 - ALL DIMENSIONS 8 DETAILS 8 MUST STRUCTURAL STEEL GGA 0.60. JOB SITE FABRICATIONS 15 PSF DL 0 v L BE TREATED IN VERIFY ALL CONDITIONS,DIMENSIONS, GUTS $ BORES SHAL - SECOND FLOOR 30 PSF ILL V S ELEVATIONS AT THE SITE. ALL 4.COCNRETE MASONRY UNITS SHALL ACCORDANCE WITH AN PA STD. M4. 15 PSF DL ,- DISCREPANCIES SHALL BE BROUGHT I.DESIGN, FABRICATION 8 ERECTION CONFORM TO A5TM G,10., TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH F LL ATTIG/5TO. 20 PS THE AI5C SPECIFICATION FOR 8, ALL MANUFACTURED LVL WOOD FRAMING C PSF DL �1CIS STRUCTURAL STEEL FOR BUILDINGS, 5..CONGRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE THE FOLLOWING GSL 30 FSF SL �V 5. THE CONTRACTOR SHALL SUBMIT LATEST EDITION. TO ASTM G55. PHYSICAL PROPERTIE5 AS A MINIMUM: - ROOF 0 PSF SL ro* COMPLETE SHOP DRAWIN65 FOR ALL CONCRETE REINFORCING,ALL E=I.gXIO&P51.,F.5=2800,FV=240. - EXT•WALL5/STOR 15 PLF DL STRUCTURAL STEEL ff_BOTH 2. STRUCTURAL SHAPES SHALL CONFORM 6.GROUT SHALL CONFORM TO.THE Win TRUGTU ', CALCULATIONS 8 SHOP DRAWIN65 TO THE FOLLOWING: REQUIREMENTS OF ASTM G"146 & - INT. WALLS/STOR. 50 PLF DL FOR ALL MANUFAGTURERED.LUMBER SHALL HAVE A COMPRE551VE q.ALL FLOOR JOISTS SHALL BE A5. PRODUCTS $ THEIR CONNECTORS A: WIDE FLANGE MEMBERS A5TM STRENGTH OF 3000 P51. MANUFAGTURERED BY 5015E GA5GADE DEGK5/POR F CHES 40 5F FOR REVIEW PRIOR TO FABRICATION. Agg2 GRADE 50. 8 AS SIZED ON THE DRAWIN65. ALL 10 PSF FASTENING, BEARING,BRACING 8 5. CHANNELS 8 ANGLES ASTM A3h. 1. VERTICAL 8 BOND CEAI1 STIFFENING SHALL BE IN STRICT AGGOR.DANGE. p H UFA REINFORCEMENT SHALL CONFORM WITH THE MANUFACTURER REQUIREMENTS. 04 H55 ROUND 8.RECTANGULAR TUBES TO THE REQUIREMENTS OF ASTM A615 (D a) CONCRETE TO ASTM A 500,GRADE B FY=46 K51. ?� •I. ALL CONCRETE WORK AND MATERIALS 8.MORTAR SHALL CONFORM TO,THE c Lo NAILING SCHEDULE IIOSHALL COMPLY WITH THE SPECIFICATIONS 3. ALL GALVANIZING SHALL'CONFORM NuneERof NUMBER OF NAIL SPACING O o01 0 SHA STRUCTURAL GONGRETE FOR BUILDINGS TO ASTM A 123. REQUIREMENTS OF A5TM G 210 JOINT DESCRIPEE COMMON NAILS Box NAILSFORAND SHALL BE TYPE M OR 5. ROOF FRAMING �EACH END +�(AGI 301-8g). T _ 51-oc Nb TO RAFTE C.) 0i3 -IbDEACH END NNEGTIONS_SHALL BE WITH RIM BOARD TO RAFT -IbD I- 4. BOLTED GO TESTING S QUALITY Y ASSURANCE _ gQUL a 2. ALL CONCRETE SHALL HAVE A 28-DAY. HIGH STRENGTH BOLTS IN ACCORDANCE INSPECTION SHALL BE PERFORMED wA LFRAMING GOMPRE551VE STRENGTH OF 3000 PSI, WITH THE SPECIFICATION FOR IN ACCORDANCE WITH THE TOP PLATES ATINTER5ECTION5 rFACE-NAILED) a-IBD s I6D AT JOINTS -STRUCTURAL JOINTS USING A5TM A 525 I A5GE 6/88. TE 8 STRUG REQUIREMENTS OF AGI 530./ _ WITH MAXIMUM I INCH AGGREGATE REQ MAXIMUM 6% AIR ENTRAINMENT FOR OR A 4qO BOLTS. 5TUD TO 5TUD(FACE-"AILED) - IbD -16v �4'oa EXTERIOR CONCRETE EXP05ED TO � - _ _ HEADER TO HEADER(FACE-NAILED) IbD Ib'O.C.ALONG EDGES ' MO.ISTURIE� 5. ANCHOR BOLTS SHALL BE A5TM A 301. FLOOR FRAMING FRAMING'LUMBER $ CONNECTORS• JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-BD 4-IOD PER JOIST' V N 3. ALL REINFORCING STEEL SHALL BE 5LOCKING TO JOIST(TOE-NAI ED) -BD -Iov EACH END 0 C (0$,'' DEFORMED BARS OF'NEW BILLET STEEL 6. WELDS SHALL BE MADE BY OPERATORS I. ALL FRAMING LUMBER SHALL BE 6LOCKING TO SILL OR TOP PLATE(TOE-NAILED) B-IbD a Ie° E'C"BLO � O N p CONFORMING TO ASTM A 615 GRADE 60. CERTIFIED BY THE STANDARD KILN DRIED Iq%MAXIMUM M015TURE ��cn[rt z • QUALIFIGATION PROCEDURE OF THE LEDGER STRIP TO BEAM OR GIRDER.(FACE-NAILED) 3-IbD 4-IbD EACH JOIST AMERIGAN'WELDING SOCIETY. CONTENT. LUMBER SHALL MEET JOIST ON LEDGER ro BEAM TOE-uILED) B-av B-IOv PER JOIST O Tu 4. CONCRETE COVER OF REINFORCING BARS AS A MINIMUM THE FOLLOWING 3-,bD ¢I6D PER JOIST -0 (n DESIGN VALUES FOR SPRUCE-PINE-FIR: BA m JOIST To JOIST(END-NAILED) to ' SHALL BE AS FOLLOWS: - BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 3-I6D B-I6D PER FOOT 1. WELDING SHALL BE IN ACCORDANCE A. 2X STUDS CONSTRUCTION GRADE _ Q =0�� A. 5" AT CONCRETE PLACED DIRECTLY WITH THE AW5 01.1 CODE FOR WELDING ROoon ST THING �� (/f AGAINST EARTH. IN BUILDING CONSTRUCTION. FBE800,FV=65,FG=150 woaD s RUC ORAL PANELS . °' .• e • B. 2X JOISTS/RAFTERS NO. I'GIRADE -RAFTERS OR TRUSSES SPACED UP TO Ib"O.0 BD IOD b"EDGE/6'FIELD B. 2" AT ALL OTHER LOCATIONS. _ I BD lop a"EDGE/4•FIELD = c L ( 8. CONNECTIONS NOT DETAILED SHALL' FB=1150,FV=1O RAF ERS OR BUSSES SPADED OVER Ib"OG (� 4+ - _• "BE DESIGNED FOR THE LOADS SHOWN •' -GAELE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG - 8D IOD •b"EDGE/b'FIELD T V) tD' C. P05T NO. 1 GRADE FB=800, �� O 5: NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWING5 OR FOR LOADS FV=65,FG=615 GABLE ENDWALL RAKE OR RAKE TRuss w s Rucn w L ovaooKERs BD OD 6'EDGE/6'FIELD ARE ALLOWED,UNLE55 SPECIFICALLY GIVEN IN THE STANDARD LOAD 6ABLE ENVV4ALL RAKE OR RAKE TRu551V LOOKOVr BLOCKS BD oD' <'EDGE/a FIELv SHOWN ON THE DRAWIN65 OR ALLOWED TABLES OF A15G FOR THE SPAN, CEILING SHEA HIND IN WRITING BY THE ENGINEER. SECTION 8 STRENGTH SPECIFIED. 2.ALL FASTENING OF FRAMING, GYPSUM WALLBOARD 5°COOLERS T•W&E/10•FIELD j10*bn-*.: 1414 PLATES,SILLS,SHEATHING 8 L SHEATHING date 36 OCTOBER 2014 OTHER NO MEMBERS SHALL 6. REINFBOR IH6 EHBEPMENT sr AKRv A.ELEVATIONS NOTED A5 "TOP OF STEEL" BE IN ACCORDANCE WITH THE WOOD STRUCTURAL PANELS scale : As NOTED REFER TO THE TOP FLANGE OF ROLLED DETAILS SHOWN 8 MINIMUM STuv5 SPACED UP TO 24.O.C. BD OD 6'EDGE/12"FIELD a4 Iz• '_' SECTIONS. REQUIREMENTS OF THE - BD - 5"EDGE/6•FIELD d�Wo =s 16' 'O' MA55AGHUSETTS STATE BUILDING -la'ANv�s/Br F BERBOARD PANELS sv CooLERs -I/2'GYP51 WALLBOARD T'EDGE/10•FIELD �• 20 6 CODE STH EDITION. FLOOR SHEATHING rev. 24" WOOD VRAL PANELS ORR LESS LE55 BD IOD 6'EDGE/13"FIELD ■J- Q ` -GREATER THAN I' IOD I6D b"EDGE/b'FIELD o ISSUED FOR CON5RUCRON sht a of -t m o ' r A A 9 E o A4 A4 "' u o < p l0 2X6 LL6 JOISTS 4 Irz'I-,o15T5 - rn .n .n O Ib-OL. I - O 16'oz. }9 v r•� a a %'8 LL6.JOISTS 16'oz. y LI - WOOD P05T DOWN oin,I-JasrS L6 - 16'oz. OXb L .JOISTS / ]XB LL6.JGISTS O O 16'O.L. \ O aJ - WOOD POST UP AND DOWN — — e 16 o.L. t -- / o I 9 'I J ISTS �O U Irz 0 I I L L 016'OL. _ (2)-,'16 BEAM t3) 3/4'x 9 1/2-Lvl_(P OWYALL/POINT L[lA �� f3 O%IO fFU.5H A N � - x - WOOD POST UPK g / T B LL6 015T5 . R HEADROOM _ ___ (2)13/4_X 9 Irz'L (FLU51(1 __ _ - - , — —. <4 K T ` ._ 2X0 LIG.JOISTS `-J I A -0'1 r e- r VJ 9 V2'I- sTs tulle o n1s s BEARING WALL BELOW 0 16TI o.c. I V w w g.$ a16 ac- n_ m ( 15/4•%91n-LVL f,,,7— _____ 1 v 2%B LL6.JOISTS 31Oz ', 3'r rU 00 g ul _ 1 L 1/'-JOISTS BRACED SHEAR WALLS- PROVIDE 1•oL. q Irz'i-JOISTS ) 6/4'X 9 I/3� 6aov vwLi�olNr ioAv - SHEATHING AS SHOWN. ' R A , L m g �r n'$ m16'oL. r r w r r r r , ry m F&LL6.JJISTS N m 16 O.G. - BRAGED SHEAR WALLS(BEARING & Irz'I- 9 Irz' NON-BEARING) ' • • 9 JOISTS 1-,pI5T5 - • � � •— I V 16'oz. Exl5TIN5 BEAM— - - TOILET LOCATION(SPAGE J015TS AS FI B" a6. o1s s NEEDED FOR PLUMBING GLEARANGE) �� \ 9 Irz•I-J05T5 m 16'oz. w LL6.Jaws I 1 V�/ ]Xb LLb.JOISTS SA m le CG. - • • s ... - Y 016'oL. - / 4IA ttPILPL ', • + .. .. • ,� E%ISTIN6 BEAM ..- FLOOR FRA;MIN6 PLAN A CEILING FRAMING 'I= LAN SCALE: 1/4' e 1.-.0.. - A4 - - SCALE.: 1/4' = f'_p b (S)1 ( FIT ._.-_• - • _ - - _ weaT,'otc gym_ �oEm \ / 2Ao RAiiERS ._ 3100 RAFTERS / • • - --n o-_--moo �' � -•* TOP OF 2:12+/- RAFTER TO START LL / AT EXT.FACE OF - _ m�c-ao�=ta - - DORMER WALL a;�a•t�o:-„ _ .LOAD BEARING co m Co �xlo RAFTERS �• �xlo aAFTERs __.__ N ALIGN EAVES 2 - -------------- --- d n t m 57 16 - ALIGN RIDGES.' _ 0 ry rrncAL a (S) XI AT - O RAFTERS O - OL••1 '�++ TTPIGN.' ___ _______ __________ _____ _______ _ ____ ________ __ O ' 1 NONSTwwrJ - 0-(n .0 d ° 1 0 -- --- --- - ------ -�--- - -,-p1I�" `yIIIII9 4,1IIIIIp9 Vj a BfiO 016' L - s O>G dm ° w w` • : w 1 (1 4" •L RI (5 T. 11 O F ^ (�i r r - y xlsrl�'wv6��H ro I+ I sia° 14•. '° -- r r r Ob TOM TLH 5T, rR,• 2 10 R %10 ` y' o fi:o: - wF x, - ALL POSTS @ ENDS OF BEAMS TO BE w — O)2X4'5 OR(3) 2X6'5 UNLESS NOTED I ----- -(( ) 2X6'S AT ALL EXTERIOR WALLS) ; ? � ALL ' Mo r r r r r �N� job no, 141q r r ' x A• ry r h r r r r 1___________ 2 PLYWOOD UNLESS NOTED X6 S ,6 OGTOBER�014 r �• z — data B1 ALL WINDOW HEADERS TO BE(3)2 W/ I/ �II I2� Seale AS NOTED r r ' 2mo RAFTERS \ / Oxlo RAFTERS r w drawn:la-Iw 16 O.L. SE E STRUCTURAL GENERAL NOTES ,e• , ° AND TYPIGAL DETAILS FOR OTHER -------- ----- -----------1 s)� NDR REQUIREMENTS. 1e`r- ---------- R ROOF F RAM I N O PLAN ROOF PLAN 2 OSCALE; 1/4' = 1-0- 56ALEr I/4' = 1--o' ISSUED FOR CONST nON am b of 7 - o a N N (O Fo •SHEAR wAiL - � Z . V (NOT LE55 THPN 3'4•FROM OUTSIDE CORNER) o FASTEN WVGP EL,O.G.TO AT STUD DEL,TOP PLATE v V Ai SMEAR WALLS AND WALLS (gNTINU01fi BLOCKING NAILEDTo jo o W/LARGE OR N.MERAfi OPENINGS b C V TOE SIMPSON MTSBOTWIST STRAP DOWN ITO�TOPP.ATE WI A ONE M m ATTACHED TO RAFTER AND STUD too NAIL EVERY 5- ABOVE HOLDOv(N5 - N - 2%4 DBL TOP PLATE SIMPSON H4 � � 5EE TYPICAL SHEAR WALL MAN5ER5 VY GYP BOARD E AND 6YP5FO PA Y 5�D VERTICAL PAtgL AL 5;A y� AND FASTENERS FOLK EDGE5 FASTETED 0(PROV ._ r AS IOE NEE DED)OGKING r4 y O ,p O 2X4 a IB'O.G.STUD RAFTERS M+1 LT I - sII•wSou Ha - RAFT ER � � -- HAN6ER5 • r - - SIMPSON H3 CLIP F -0V R 2X12 LEDGER V w 2xa SILL PLATE h ATTACHED W/3-16D TO SOLID L L FI G B LOW C� CONTIN1L1.5 BL KING NAILED LEDGER TO ADI5T5 AND TOE NAILED - DOVM TO TOP PLATE W/ONE . FASTEN STW TO SOLE PLATE IOD NAIL EVERY B' / / I II\ 1j\ . - AT SHEAR WALLS AND WALLS W LARGE OR NUMEROUS OFENINGS - V LSTA9 � O � + . LS70 V -- IF YJIST5 RUN PARALLEL TO , (TYPICAL AT OPENINGS ? 5'-0" OR SXEPR WALL,THEN BLOC m ` pp SHALL BE A FLOOR-015T , . C FROM ROM GOIRNERJ •. a INTERIOR 5FEAR WA1-1-5 00 m .. .44 �. . NOT REQUIRE HOLD DOWNS - TAILAPRIE5 TO ALL FIRST FLOOR EXT.SH WAL EAR LS REFER TO FRAMING PLANS FOR APPLICABLE LOCATIONS. ' ''+T +r•REPER TO FRAMING PLANS FOR REFER DE . • _ REFER TO FRPMINS BANS FOR APPLICABLE LOCATIONS. � � + FOR.APPLICABLE LOCATIONS. ' TYP. EXT. SHEAR WALL HOLDOYNN DTL. P. EXT..SHEAR WALL OPENING DETAIL ,. �,,fYP. INT. SHEAR WALL SECTION *, -� 1 SCALE: I�2• I'-o - - ScA�E: I�2 I'-o" - (D4GALE I' I•-O FRAME OVER LEDGER DETAIL - , K .• 4 O NOT T0.SCALE - w LO .W 00 co • _ Q (6CQ .. , + ^ - ORLON I:TRAP SIM TIEDOYd:STRAP EVEY NLY OVER . RIDGE AND NAILER TO ALL RAFTERS WIOD NAILS EA. - SIDE(IB NAILS TOTAL) H6 - —————— — ——— O 0 ,0 N O O O O �� O � to �L . (1)H2SA MTS12. —o 0 0 o a o 0 0 (LTS,HTS SIMILAR) H10A U) Q 6�� HORIZONTAL 2x BLOCKING FOR • .41 >. NAILING THE PLYWOOD EDGE V TO BE PROVIDED AT ALL .�, UNSUPPORTED EDGES.OF PLYWOOD WALL SHEATHING '- - - .. OPTION 2:2x RIDGE TIES = In a) REFERTOFRANIMPLANS IMHEDIATELY BELOW TIE RIDGE Y - ^CONNECTOR IN PLACE BEFORE ORAFTER I r - ° - PLYWOOD SWATHING MASTENED T 8)IOD COMMON ^O a O L.L LV job no,14I9 • • dale 29 OCTOBER 2014 . scale AS NOTED O PLYWOOD BLOCKING DETAIL O RAFTER CONNECTION DETAILS O TYPICAL RIDGE STRAP DETAIL OPTIONS dnrvn:KNw NOT TO SCALE NOT TO SCALE HDT TO SCALE rev. a S- 3 o . o ISSUED FOR CONSTRUCTION abt - of •I ! �p J �. LO U 4 f ,41 49 .. G.G -..._"... .. •`� ,,,tip ""'.— wc.. \�' '-..�`�.,��� �..- - °.... ._... '� � \ mow--- ._... iNv •ter . .._ //1 , ' � „ . .- P L �. FT I . s I [—�LD I ' TEST i SUP- s'o•— s 50. 3 i MED1 vN� S.AN D S Ff4D Z. (o w ,# Exi4,T, 7" S 1 o ..- 45 It Per. , — ;�- i B ax. I G(,�ilYl{Sc..a/.� Z _ __ .._. - .'Nv ��'' ��v. � 7. Z_ ►e. tA0 4 t _ z3 �f.,;4 Ia0n `a z7. t? 0 f PILRC0LN-r1Or-k W, -..-cE7- ? aR WL � -f� } __.__. J 1-7 g B� Dfa r SEATO LZaQ % t , ► oO f�, CERTi FIET.3 PLo—r DISPO C.AL € wA,i-L SX 7- 7 S4 r; � r FO2 2E 15 o s. x o X z — 1 o CC, ws�a tAr xs C F + _ T ' SCA,,,,1_.- E.. ems.« N'' c. x_ 1FY THAT THE FOUNDAT1U►.� t.� N L O M P L Y S W I ; +-i -r a r S S I ©+m G_1 KA ET UN CB I►.�. rC ' Q U I R I;E T� O F THE t.1 O T � �" x P i i N v ':. t� 0 T' P,: 1w L> X T R y � � ,� !:, Ad E L`, G T..,E�"t R-M 4 tii P t_o -r t.-! t'A G 5